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Plans (12) BU P2018 -00093 Otak mi El E IF I Eil [... [m.) S A 1:::1A RT 1\il E 1\1 TS Otak A sleds, Inc. 808 Third enue, Suite 300 Po land, OR 97204 m. n 503.287.6825 www.otak.com RECEIVEfl• ,+ i 3721 �.. a MAN R.FLEENER PROJECT TEAM 02 2018 • • APR DRAWING SHEET INDEX �1TV�, ., �IRTLA �,n -- ?f, Alin ARCHITECT OWNER/DEVELOPER A3-0.01 COVER SHEET A3-8.02 BUILDING 3 EXTERIOR DETAILS AX-8.21 ELEVATOR&MECH SHAFT DETAILS BCFILDII!'G DIVISION OF 0 A3-0.02 REFERENCE SITE PLAN A3-8.03 BUILDING 3 STOREFRONT DETAILS AX-9.01 WASTE ENCLOSURE OTAK ARCHITECTS, INC. DBG PROPERTIES LLC A3-8.04 BUILDING 3 INTERIOR DETAILS 3/29/2018 808 SW THIRD AVENUE, SUITE 300 2164 SW PARK PLACE S0.01 GENERAL NOTES-APARTMENTS A3-9.01 BUILDING 3 MAILBOX ENCLOSURE EC0.0 COVER SHEET&GENERAL NOTES PORTLAND, OR 97204 PORTLAND, OR 97205 STAMP PHONE: (503)415-2393 FAX: (503)415-2304 PHONE: (503)224-2554 FAX: (503) 223-4463 S0.02 GENERAL NOTES-APARTMENTS EC1.0 CLEARING & DEMOLITION PLANS (1 OF 2) CONTACTS: MATT NEISH, CHRISTINA KWIECIENSKI CONTACT: SKIP GRODAHL S3-2.01 FOUNDATION PLAN-BUILDING 3 AX-4.11 WALL SECTIONS EC1.1 CLEARING&DEMOLITION PLANS (2 OF 2) LANDSCAPE ARCHITECT S3-2.02 ROOF FRAMING PLAN-BUILDING 3 AX-4.12 WALL SECTIONS EC2.0 GRADING, STREET AND UTILITY CONSTRUCTION OWNER CONTRACTED CONSULTANTS 53-3.01 SHEARWALL PLAN-BUILDING 3 AX-4.13 WALL SECTIONS EC2.1 GRADING, STREET AND UTILITY CONSTRUCTION OTAK, INC. S3-4.01 SHEARWALL ELEVATIONS-BUILDING 3 AX-5.01 STAIR 1 PLANS&SECTIONS EC3.0 EROSION CONTROL DETAILS _.-.. ETAILS ), 808 SW THIRD AVENUE, SUITE 300 CONTRACTOR S7-2.01 SITE STRUCTURE DETAILS AX-5.02 STAIR 2 PLANS&SECTIONS EC3.1 EROSION CONTROL DETAILS PORTLAND, OR 97204 PHONE: (503)287-6825 DBG PROPERTIES LLC S-8.51 FOUNDATION DETAILS-CLUBHOUSE AX-5.03 ELEVATOR&MECHANICAL PLANS &SECTIONS DBG PROPERTIES CONTACT: KAITLIN NORTH 2164 SW PARK PLACE S-8.61 FLOOR/ROOF FRAMING DETAILS-CLUBHOUSE AX-5.11 UNIT PLANS LLC PORTLAND, OR 97205 S-8.62 ROOF FRAMING DETAILS-CLUBHOUSE AX-5.12 UNIT PLANS CIVIL ENGINEER PHONE: (505)402-0091 S-8.71 SHEAR DETAILS-CLUBHOUSE AX-5.13 UNIT PLANS ' OTAK, INC. CONTACT: TYLER COLEMAN 808 SW THIRD AVENUE, SUITE 300 AX-5.14 UNIT PLANS PORTLAND, OR 97204 STRUCTURAL ENGINEER A3-0.11 BUILDING 3 CODE SUMMARY AX-5.15 UNIT PLANS CONSULTANT PHONE: (503)415-2408 ENAYAT SCHNEIDER SMITH ENGINEERING, INC. A3-0.12 BUILDING 3 CODE PLAN AX-5.16 UNIT PLANS CONTACT: KYLE CHILDERS 3141 WALNUT STREET, SUITE 203A A3-1.01 BUILDING 3 CONSTRUCTION ASSEMBLIES AX-5.17 UNIT PLANS ARBORIST DENVER, CO 80205 A3-1.11 BUILDING 3 SCHEDULES AX-5.18 UNIT PLANS PHONE: (720) 904-1234 TERAGAN &ASSOCIATES, INC. CONTACT:WAHID ENAYAT A3-2.00 BUILDING 3 SLAB PLAN AX-8.01 EXTERIOR DETAILS-,OPENINGS 3145 WESTVIEW CIRCLE A3-2.01 BUILDING 3 FLOOR PLAN AX-8.02 EXTERIOR DETAILS-OPENINGS LAKE OSWEGO, OR 97034 GEOTECHNICAL ENGINEER A3-2.02 BUILDING 3 ROOF PLAN AX-8.03 EXTERIOR DETAILS-SIDING PHONE: (503)697-1975 FAX: (503)697-1976 RHINO ONE GEOTECHNICAL A3-2.11 BUILDING 3 REFLECTED CEILING PLAN AX-8.04 EXTERIOR DETAILS-FOUNDATION CONTACT:TERRENCE FLANAGAN 4610 NE 77TH AVE, SUITE 126 A3-3.01 BUILDING 3 EXTERIOR ELEVATIONS AX-8.05 EXTERIOR DETAILS MECHANICAL, ELECTRICAL & PLUMBING ENGINEER VANCOUVER, WA 98662 A3-3.02 BUILDING 3 EXTERIOR ELEVATIONS AX-8.06 EXTERIOR DETAILS-ROOF PHONE: (360)258-1738 A3-3.10 BUILDING 3 EXTERIOR ELEVATIONS-STOREFRONT AX-8.07 EXTERIOR DETAILS MFIA, INC. CONTACT: RAJIV ALI A3-4.01 BUILDING 3 BUILDING SECTIONS AX-8.11 INTERIOR DETAILS-FIRE RATED DETAILS ASHOR, STREET PORTLAND, 97214GREEN BUILDING CONSULTANT A3-4.11 BUILDING 3 WALL SECTIONS AX-8.12 INTERIOR DETAILS-FIRE RATED DETAILS PHONE: (503)234-0548 FAX: (503)234-0677 EARTH ADVANTAGE A3-4.12 BUILDING 3 WALL SECTIONS AX-8.13 INTERIOR DETAILS CONTACT: JAMES L. TORMEY 623 SW OAK ST, THIRD FLOOR A3-6.01 BUILDING 3 INTERIOR ELEVATIONS AX-8.14 INTERIOR DETAILS PORTLAND, OR 97205 A3-6.02 BUILDING 3 INTERIOR ELEVATIONS-STOREFRONT AX-8.15 AIR SEALING COMPARTMENTALIZATION PHONE: (503)968-7160 X23 A3-8.01 BUILDING 3 EXTERIOR DETAILS AX-8.20 STAIR DETAILS CONTACT: ERIC FOLEY PROJECT INFORMATION ABBREVIATIONS SYMBOLS ENERGY CODE COMPLIANCE SITE NUMBER GB GRAB BAR PERF PERFORATED, f ` I ASSEMBLY TAG VICINITY MAP & AND GPM GALLONS PER PERFORATE LEGAL DESCRIPTION: C L CENTERLINE MINUTE PLAM PLASTIC \ ' .' ... - -- . 2S1010001600 AC ACRE GYP GYPSUM LAMINATE O A 14.88 ACRESAUTOMATED PL LINE WINDOW TAG ACC ACCESSIBLE PLATE, . .: Otia are N" I.4 »1: TOTAL SITE AEDHC-131-1B CORE PLYWOOD HB HOSE BIB PROPERTY EXTERNAL HOLLOW PLYWD 9°44 TIGARD Envelope'compliance .ertf i 'at ON-SITE IMPERVIOUS(BLDGS): 69,091 SF(1.59 ACRE) DEFIBRILLATOR PRIMED PNL PANEL y,�`( ON-SITE IMPERVIOUS (ROADS,WALKS): 227,986 SF (5,23 ACRE) AFF ABOVE FINISH FLOOR HARDBOARD PNT PAINT DOOR TAG TC WEST y ADJ ADJUSTABLE HDR HEADER PR PAIR Al Z ` STATION �- ZONING: AHU AIR HANDLING UNIT HDW HARDWARE PREFIN PREFINISHED � I ALUM ALUMINUM HM HOLLOW METAL PREPR PRE-PRIMED N LU S�, on,i n •• MUE (PD) APPROX APPROXIMATE HORIZ HORIZONTAL PT PRESSURE NORTH ARROW \• y4, t 4 spaG� Code APT APARTMENT HR HOUR TREATED, • �2,/r Proje yTtle:The Fields EXISTING USE: VACANT LAND HVAC HEATING POST TENSION RST Ptoject Type:Neveronstrudit7[i BD BOARD VENTILATION 0 2 envelope Compliance nne md>Illsr!1> d� # t PROPOSED USE: 4 STORY WOOD FRAMED APARTMENTS. BDRM BEDROOM AND AIR R RISER, RADIUS vtrt►etiQn Site: f)esignertCvrttraror: BLDG BUILDING CONDITIONING R& S ROD AND SHELF 1 fl re BLKG BLOCKING RCP REFLECTED _, F -1 DETAIL TAGS �� *` - .11W HunziRer Rd.os PARKING BM BEAM IBC INTERNATIONAL CEILING PLAN(S) -1 . ---_--- • \ L ♦ A\ o Lo �1* k: ,on ROT BOTTOM BUILDING CODE RD ROOF DRAIN co VmtpRiki.ole: .4T`` p STANDARD PARKING STALLS ARE MINIMUM 8.5'x 18.5'. BR BEDROOM ICBG INTERNATIONAL REF REFERENCE ACCESSIBLE PARKING STALLS ARE MINIMUM 8.5'X 18.5'WITH 5'AISLE. CONFERENCE OF REEL REFLECTED A4-3.0 3 EXTERIOR ELEVATION TAG a 1 COMPACT PARKING STALLS ARE MINIMUM 7.5'x 16.5'. CIP CAST-IN-PLACE BUILDING REFR REFRIGERATOR CIE t crubno .Ii�yCJ CONTROL JOINT OFFICIALS READ REQUIRED PROJECT • TOTAL PARKING REQUIRED #OF STALLS CL CLOSET IN INCH REST RESTROOM 1D Cl) SITE S�CtictR 2 Env A i116 i1�i and Requirements Checklist CLG CEILING INFO INFORMATION RM ROOM v :n�:!:znss s :: TOTAL SURFACE STALLS 428 CLR CLEAR(ANCE) INSUL INSULATE(D), (ION) RO ROUGH OPENING Ce Ct CI w �M w 50% CMU CONCRETE UNIT INT INTERIOR1C 4-5.11 1A INTERIOR ELEVATION TAG `� MAX. COMPACT SURFACE STALLS OF TOTAL Y SAME SELF-ADHERING Y N W TOTAL ACCESSIBLE STALLS 9 (PER OSSC 1106.2) CPT CARPET JAN JANITOR'S MEMBRANE 16 W Um Z o COL COLUMNS JST JOIST FLASHING TOTAL PARKING PROVIDED 428 CONT CONTINUOUS SD SMOKE �� _ ��/ CONC CONCRETE KDHM KNOCK-DOWN DETECTOR a BUILDING SECTION TAG 0CC I L.IL TOTAL STANDARD STALLS 233\ \ CORR CORRIDOR HOLLOW METAL 5F SQUARE FOOT i LU TOTAL COMPACT STALLS 184 KIT KITCHEN SHTHG SHEATHING '1 "-' WI co TOTAL ACCESSIBLE STALLS 11 D DRYER SIM SIMILAR X 0 Q GENERAL NOTES DBL DOUBLE LAM LAMINATE LAUN LAUNDRY SPEC SPECIFICATION DF DRINKING STD STANDARD1 BUILDING DATA FOUNTAIN LD LOAD STL STEEL 4-411 WALL SECTION TAG U DIA DIAMETER LGT LIGHT STOR STORAGE �.- - 1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS 6. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALTDIM DIMENSION LN LINEN STC SOUND TOP OF SLAB SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS PARKING PAVING WITHIN 5' OF A BUILDING AWAY FROM THE BUILDING. IF CDN DOWN LVT LUXURY VINYL TRANSMISSION 100'-0" ELEVATION DATUM CONSTRUCTIONR TYPES DWELLING UNITS TITLE -APARTMENTS VA BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL VB-CLUBHOUSE DR DOOR TILE CLASS FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS. NUMBER OF FLOORS 4 DS DOWN SPOUT LW LIVE/WORK STRUCT STRUCTURAL 6--31 # DATE DESCRIPTION CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR BUILDING AREA SEE SITE PLAN SHEET A-0.02 DU DWELLING UNIT SV SHEET VINYL GRID LINE/GRID BUBBLE DISSEMINATION, IN WHOLE OR IN PART IS EXPRESSLY PROHIBITED. 7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BUILDING HEIGHT 44'-0"+1-TO TOP OF HIGH ROOF DW DISHWASHER MAINT MAINTENANCE INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC.,AND PROCEEDING WITH THE WORK. DWG DRAWING MAIL MATERIAL T TREAD RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR MAX MAXIMUM TEMPERED ROOM TITLE LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED 8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE EA EACH MDF MEDIUM DENSITY T&G TONGUE& ROOM NAME HEREIN FOR ANY BUT AUTHORIZED PURPOSES.ALL RIGHTS RESERVED. DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING UNIT MIX EJ EXPANSION JOINT FIBERBOARD GROOVE COPYRIGHT 2018. WITH THE WORK. EL ELEVATION MECH MECHANICAL TB TOWEL BAR O TEMPERED GLAZING ELEC ELECTRICAL MEMB MEMBRANE TEL TELEPHONE 2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS ELEV ELEVATOR MFR MANUFACTURER TG TEMPERED OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT(GENERAL, AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF SEE SITE PLAN SHEET A-0.02 FOR UNIT MIX INFORMATION. EP ELECTRICAL MIN MINIMUM GLASS SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS PANEL MIRR MIRROR(ED) THK THICK, drat REVISION TAG AND CLOUD ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER ARE COMPLETED. EQUIP EQUIPMENT MSC MISCELLANEOUS THICKNESS EXECUTION OF THE CONTRACT. EQ EQUAL MO MASONRY TO TOP OF 10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE EXIST EXISTING OPENING TP TOILET PAPER REVISIONS 3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EXT EXTERIOR MTL METAL TIS TUB/SHOWER SUBCONTRACTOR, DESIGNER,AND/OR SUBCONSULTANT WHO IS UNDER A EDGE, OR AS NOTED. TYP TYPICAL CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY FC FIBER CEMENT N NORTH INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. 11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION FCP FIBER CEMENT NA NOT APPLICABLE UL UNLIMITED Author Checker OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND PANEL NIP NOT IN THIS UNO UNLESS NOTED RELATED PERMITS / REVIEWS CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICATIONS,AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, FBGLS FIBERGLASS PACKAGE OTHERWISE DRAWN BY CHECK BY SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS FD FLOOR DRAIN NO NUMBER UNFIN UNFINISHED PERMIT SET OWNER. EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES FEC FIRE EXTINGUISHER NR NON RATED • PDR2017-00004 PLANNED DEVELOPMENT REVIEW (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO CABINET NTS NOT TO SCALE VCT VINYL STATUS • SLR2017-00005 SENSITIVE LANDS REVIEW 4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS,AND FIN FINISHCOMPOSITION • MLP2017-00009 MINOR LAND PARTITION 03.29.2018 THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT, AND THE ACCESSORIES. FLR FLOOR OC ON CENTER TILE • PFI2018-00049 PFI SUBMITTAL ARCHITECTS CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH FND FOUNDATION OCC OCCUPANT(S) VERT VERTICAL DATE • XXXXX SITE DEVELOPMENT SUBMITTAL WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. 12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH,AND TYPE FO FACE OF OCCUPANCY(IES) VRFY VERIFY UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECTS SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. FOC FACE OF CONCRETE OLE OCCUPANT LOAD VS VERSUS 17052 CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE FOF FACE OF FINISH FACTOR W WASHER DEFERRED SUBMITTALS PROJECT NUMBER ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED FOS FACE OF STUD OPP OPPOSITE W/ WITH TO THE COPYRIGHTS. ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY FOW FACE OF WALL OPNG OPENING WD WOOD ARE INSTALLED.ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS FRP FIBER REINFORCED ORD OVERFLOW ROOF WH WATER HEATER • METAL GUARDRAILS AND HANDRAILS CITY OF TIGARD 5. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL, OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED. PLASTIC DRAIN WIC WALK IN CLOSET • COMPOSITE WOODEN FLOOR JOISTS A3.001 MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT IN FT FEET OSB ORIENTED WIN WINDOW • WOOD ROOF TRUSSES Approved by Planning . CONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY FTG FOOTING WALL STRAND WP WATERPROOF • SPRINKLER SHOP DRAWINGS �f-' 2--7 S WORK OF ELEMENTS RESULTING IN CONFLICTS. FT FEET BOARD WR WATER • PRE-MFR BRIDGE Date: ` ©2418 OTAK,INC. OSSC OREGON RESISTANT Initials: ' if this drawing is not 24"x 36"it has been GA GAUGE, GYPSUM STRUCTURAL WRB WATER reduced/enlarged. Scale accordingly. ASSOCIATION SPECIALTY CODE RESISTANT GAL GALVANIZED OVFL OVERFLOW BARRIER OtakBLDG AREA UNIT COUNT SITE NOTES 1. MAILBOXES MUST COMPLY WITH ADA REQUIREMENTS. ' BUILDING NO. NO. OF TOTAL GROSS BUILDING NO. TYPE 'A' UNITS TYPE 'B' UNITS TOTAL CUSTOMER COMPARTMENT REACH RANGE MUST BE FLOORS BLDG AREA (SF) WITHIN 48"AND 28"AFF. SEE A3-9.01 FOR ADD INFO. Otak Ar hitects, Inc. BUILDING #1 4 49,648 BUILDING #1 3 (2) 1 BD, (1) 2 BD 53 56 2. MAILBOX SUPPLIER MUST VERIFY WITH US POSTAL 808 Thin, •venue, Suite 300 SERVICE THAT MAILBOXES COMPLY WITH USPS REQUIREMENTS. P. land, OR 97204 BUILDING #2 3 (2) 1 BD, (1) 2 BD 45 48 m in 503.287,6825 BUILDING #2 4 41 812 • 3. SEE SITE DEVELOPMENT SUBMITTAL FOR ADDITIONAL www.otak.com BUILDING #3 1 3,342 BUILDING #3 0 0 0 0 INFO. BUILDING #4 4 50,848 BUILDING #4 3 (1) 1 BD, (1) 2 BD, (1) 3BD 45 48 4. SEE CIVIL FOR ADA PARKING INFORMATION ¢ BUILDING #5 4 49,648 BUILDING #5 3 (2) 1 BD, (1) 2 BD 53 56 3720 BUILDING #6 4 58,671 BUILDING #6 3 (1) 1 BD, (1) 2 BD, (1) 3BD 53 56 17 BRIAN R'FI.EENERit TOTAL 253,969 TOTAL 15 249 264 LEGEND %FUND,OR irr!.!i ACCESSIBLE PATH OF a 312912018 STAMP PROJECT INFO �` TAX MAP I LOT NOS: WASHINGTON COUNTY TAX MAP DBG PROPERTIES 2510100 TAX LOT 1600 LLC ZONING: MUE(PD) CONSULTANT . . % 4‘ —05). • A ,..,.. ....s --, - ' :.... , _ . .. __ z... . to 1 -:\ • .7 10 _ % NI / ..-- x„,,...;. , Lo I / ` / // / 1 U p. _.1 r • • 0. '1(3c) 10,,,„ , .7 • to to • .., .ok 1 \ . ' '�� ,f1 --I..., .4 ` • ,�° ...:„.... . �" t o /: 1 cn • ... . ,,,,,, \ ,... . - ,- f • / 4 0 ..-'''' ' • ' 1 :fir of r . 1 4. ,. 1 / ,.. ::: /0, ,. .,._ .' • 0 i ,.-...? ..tl• K \ ,‘ '' ....... / ' V li / i . 4:0.,& i i : M ,.: -. .,-^l. :: :::3.'-° ° 00 11- I , 1 . , (., 17 1 it 00 IX \ \ °k --- --- \ 101` 0. 3.1:::: PEDESTRIAN PATH . `• • NAA, 50' DEVELOPEMENT / J f ,: ' ®®�, • ,,,,, ifrilk.1.1,1:*. * ' .A11:i .0. .---'-------------0-, ,r'",„" '.'"- ...::" 0 a BUFFER w oy r ,t.? ...0. 1- 4. - C CL ^ J \ 66 % ‘:7 0 . ' ____ ,/-- ' , ,� ` ' r PROPERTY LINE .. ,. .. .3) \ \\ 0 • ( ''''', ..,---. • . n-n-T\ a a I a �rrrr��[ 14 a a a a a a a a a a rF�l rt r. : ______ ,. ........ .., /' ,o a , ' Q W M PEDESTRIAN • • \ / ;, ?••;:.---7:.: 1. II 1 N LLI ACCESS BRIDGE • -:-:.'. • :t01-70 : : �� 071 y0. 2 STORM WATER /, N ACCESSIBLE • / \ a a a a a flat:ha o a a a oa 1co111H-A-41' / , ,. \ �, �► , iii:'• —TREATMENT /:: LLI Z RAMP / , —FAC LlTY /. ... D ct Z • • Ili" . L..�. � PEDES�CRIAN • . • 1-1*-'3-Y +y�+�.yt �:.L.2417.777-;.°'''''.11jYjiii'..1.1.41;;''' 1_ ILL • ACCESS BRIDGE k• I• • •r� 1 0 ,,, / �� ,, .a►—.a.AllLA "r' 'EN 5PACE "; • 1 (/� (,� LLI!. • � QSTORM WATER r / Y � 'f = C Q °N"` �d PLANTER TYP. CLUSTER PEDESTRIAN " ",' t ) e ;1 1\11 �, � "'w. "" �. :, :.::•.•.•.::., �= ACCESS BRIDGE ;n w (7 fti VII1 ry RETAKING WALL MAILBOXES M A �, CC w■■ww a , SEE ClVII. 1\ Lattnemir w . � r � � - ,• _� a' �t ,Eta ,, I:. • ..a i 1,111, i11141 ,t x' xa :' ,x,:: '„r• ,.ti Li ;..�jilliiirliMill I .. SWIMMING_ ■Ili- I �� Z TITLE ® '�� W:, , 1 � � , D G , s D NOTE: 51EE SITE DEVELOPMENT PACKAGE 1 . y. -.LDLJ ,� � ■■ z . �t p 5 (SEPARATE ;,i.�, :: •�:,sw.�,a, , ,,� � � °' �-2�1.2a FOR LANDSCAPE PLANS r _ ,..�:�?ro3 ;.�+<.r'w �-, .. � �,�; :_. w # DATE DESCRIPTION 1 \ {h FF-=-199 0 e•+ ra / PERMIT} 29 -9 1/c O .117. r� - __- NI _ 1 'Plsi r Y x Y i A [ ! 1•:r rr 1 -- * r Y [ 8 ! / $ x �E H 1' I i I Y 1C Y 1L A i , d g Y �i S f Y �. z I Y I x F r f x x i I S ,E :11;10–''''''''''''' lV' � � 1'--T-r 3 8 JE A I X I I I I Y I. I I X T E. Y .Y I I I 1 3 �[ g I Y i Y I I ?I 1 Y Y Y I S • I I i 8 Z Y X :- i Y [ s _ i N l 40. I __ � 11417-1 Y `I e o 4"••• w m®vem ®m�o� mmm�e�d® ®momooe°om ev .� �j ��, ro 4 ? S tR :i x 3 I i �I x r x a, �! , �' I �` t .- _ �", 0 0 o I a a o°!a o O : it, ' I i b c hair. Sa t I _ II f S 1m � �. .� � 0 I T 11 b ,f� l l !3 • y, t 57'-0" 0 11 11 • 230'-2" I: 151'-8" iI 11 58'- 11" • 1 1 11 j iii . c'r • :IrrTI- ____J----.:iliiiiiii:: • \ \% AR rjoi3' VV"' aaan 0000aaaaaaaa aaaaaoa000 o0aaoaaaiao aoo aao �o 0000 o s ® ® �e - — oaaaaaaaaaa 00000 crlLHI I" \ kil *Oa - -- 7-:7-7 1. Ut .i 1l/ t tg fit. g-L REVISIONS \ LW� www • •— • rte • • . • w • � • • � • • . • � • � • • � • • � • • �� • • • • � w � • ww • • • .,...r • w .. • w • • • • .. • • _ • • . • • . • w _ • • i • • . • • .. • • � • • � • • i • • l� BLDG 3 PEDESTRIAN PATH CONNECTION LIDA PLANTER,NP - 24'ACCESS EASEMENT TO INDUSTRIAL PARK Author Checker I C L U B H O� ` DRAWN BY CHECK BY TRASH ENCLOSURE- PROPERTY LINE S FUTURE WALL STREET ti� SEE TRASH ENCLOSURE INDUSTRIAL PARK(BY OTHERS) CITY OF TIGARD PERMIT SET DRAWING SET,TYP Approved by Planning p' STATUS . . \ \ Date: ' 4/' ?-1u 03.29.2018 L Initials: t1) DATE_ 17052 PROJECT NUMBER 0' 30' 60' 1p•n..em--,20' 0 2 A3.0 ■ 1 REFERENCE SITE PLAN ©2018OTAK,INC. If this drawing is not 24"x 36';it has been • 3-0.0 SCALE: 1"=60'-0" reduced/enlarged. Scale accordingly. LIGHT-METAL PLATE-CONNECTED WOOD TRUSSES DESIGN LOADS PROJECT GENERAL NOTES CONCRETE-CAST-IN-PLACE Otak 1. GOVERNING CODE: 1. UNLESS NOTED OTHERWISE, MATERIAL AND DESIGN SPECIFICATIONS CITED HEREIN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. CLEARLY 1.TRUSSES SHALL COMPLY WITH ALL PROVISIONS OF THE DESIGN SPECIFICATIONS A. 2014 OREGON STRUCTURAL SPECIALTY SHALL BE THOSE CONFORMING WITH VERSION OF THE APPLICABLE SPECIFICATION OR IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR APPROVAL. CONCRETE FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE CODE CODE MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITIES. THESE SHALL CONFORM TO THE FOLLOWING TABLE: FRAMING LUMBER INSTITUTE,EXCEPT AS NOTED OTHERWISE. B. ASCE 7-10 STRUCTURAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. o USE STRENGTH(PSI) WIC RATIO SLUMP(IN) AIR(lo) 1.ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH U.N.O. NOTED ON THE 2.ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL Otak Architects, Inc. 2. ROOF LOAD(APARTMENTS): INTERIOR SLAB ON GRADE 3,000 0.55 4-6 0-2 DRAWINGS. A. SNOW LOAD 25 PSF+SNOW DRIFT AS NOTED 2. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON FOOTINGS/FNDN WALLS 3,000 0.50 2-4 5-7 BE MANUFACTURED DESIGNED BY AN APPROVED MANUFACTURER. 808 SW Third Avenue, Suite 300 THE STRUCTURAL CONTRACT DOCUMENTS. DO NO SCALE THE STRUCTURAL ALL OTHER STRUCTURAL 3,000 0.55 2-4 4-6 Portland, OR 97204 B. LIVE LOAD/CORRIDORS 20 PSF CONTRACT DOCUMENTS. 2. LUMBER GRADE SHALL BE AS FOLLOWS: 3. MEMBERS SHALL NOT EXCEED THE FOLLOWING DEFLECTION CRITERIA: C. DEAD LOAD(TRUSS TOP CHORD) 11 PSF CONC. NOT NOTED A. EXTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.Q. ON DRAWINGS ROOF LIVE= U360 ROOF DEAD=1./240 main 503.287.6825 D. DEAD LOAD(TRUSS BOT.CHORD) 9 PSF 3.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND LOW CALCIUM(CLASS F)FLY ASH MAY REPLACE CEMENT BY EQUAL MASS UP TO B. INTERIOR WALL STUDS: DOUGLAS FIR-LARCH#2 U.N.O. ON DRAWINGS FLOOR LIVE=U480 FLOOR DEAD=U240 www.otak.com E. DEAD LOAD(TOTAL) 20 PSF CONDITIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING,AND CIVIL 30%OF TOTAL CEMENT WEIGHT. C. JOISTS: AS NOTED ON DRAWINGS ,� DRAWINGS AND NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR D. BEAMS/HEADERS: DOUGLAS FIR-LARCH#2 U.N.O.ON DRAWINGS 4.TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS * - �' ;�+ 2. ROOF LOAD(CLUBHOUSE): INCONSISTENCIES. 2.A MINIMUM OF FIVE(5)CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EVERY E. POSTS: DOUGLAS FIR-LARCH#2 OR BETTER, U.N.O.ON DRAWINGS �� - A. SNOW LOAD 40 PSF OR EACH DAY OF POUR, FOR EACH CONCRETE STRENGTH OR FOR F. BLOCKING, PLATES: DOUGLAS FIR-LARCH STANDARD OR BETTER AND CALCULATIONS WITH REGISTERED STRUCTURAL ENGINEER'S SEAL. SHOP B. LIVE LOAD 100 PSF FIFTY CU.YARDS, DRAWINGS SHALL CLEARLY SHOW ERECTION PLAN,ALL STAY BRACING FOR TRUSS \ I N e `�'`r► 4.THE SIZE,WEIGHTS AND LOCATIONS OF ALL EQUIPMENT PADS, ROOF MOUNTED EACH 2000 S.F.OF POUR. CYLINDERS SHALL BE TESTED AS FOLLOWS: COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. TRUSS DESIGNS SHALL 44, C. DEAD LOAD(TRUSS TOP CHORD) 15 PSF(INCLUDES GREEN ROOF) MECHANICAL UNITS,AND PENETRATIONS REQUIRED FOR MECHANICAL, ELECTRICAL, ONE(1)AT SEVEN(7)DAYS,THREE(3)AT TWENTY-EIGHT(28)DAYS,AND ONE(1) 3.ALL MEMBERS 3x OR LESS(LEAST DIMENSIONS)SHALL BE KILN-DRY W/15% INCLUDE ALL MEMBER FORCES AND COMBINED STRESSES FOR VERIFICATION. 44c ' . - .t �4,�, D. DEAD LOAD(TRUSS BOT.CHORD) 10 PSF AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR.ALL PENETRATIONS HOLD. MOISTURE CONTENT, MAXIMUM AT THE TIME OF DRYWALL INSTALLATION. SUBMITTAL SHALL ALSO INCLUDE ALL I.C.B.O.APPROVAL INFORMATION. E. DEAD LOAD(TOTAL) 25 PSF ARE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. ,,ler 3.CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING SHALL 4.PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING. �► 5.ALL CONNECTION PLATES SMALL DEVELOP THE FULL STRESS 1N A MEMBER WITH A 3. FLOOR LOAD(APARTMENTS): 5,ANY CONTRACTOR INDUCING LOADS ON THE STRUCTURE NOT SPECIFIED ON THE CONFORM WITH THE SPECIFICATIONS CONTAINED IN THE A.C.I. "MANUAL OF MINIMUM TRANSFER AT ANY MEMBER OF TWO THOUSAND(2,000)LBS. A. LIVE LOAD(TYPICAL FLOOR) 25 PSF+SNOW DRIFT AS NOTED CONTRACT DOCUMENTS MUST OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER CONCRETE PRACTICE". 5.ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE !� , , B. LIVE LOAD STAIRS 20 PSF PRIOR TO ERECTION. PRESSURE TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-2. PRESSURE- 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH ONE(1)SIMPSON H2.5A - C. DEAD LOAD(TRUSS TOP CHORD) 42 PSF 4.ALL EXPOSED CORNERS SHALL HAVE A 3/4"CHAMFER, UNLESS NOTED OTHERWISE. TREATED LUMBER SHALL BEAR THE A.W.P.A. (AMERICAN WOOD PRESERVERS BUREAU) ANCHOR AND TWO(2) 10d TOENAILS, UNLESS NOTED OTHERWISE. EXPIRES: 12/31/ Its D. DEAD LOAD(TRUSS BOT. CHORD) 8 PSF 6.FIELD ALTERATIONS FOR ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED QUALITY MARK. E. DEAD LOAD(TOTAL) 50 PSF WITHOUT APPROVAL FROM THE ARCHITECT/ENGINEER 5.ALL CONCRETE IN CONTACT W/SOIL SHALL BE TYPE I OR II CEMENT. 7. PROVIDE A DRAG TRUSS OVER ALL SHEAR WALLS PARALLEL TO THE TRUSS 3-29-2018 6. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. DIRECTION PROVIDE BLOCKING PANELS BETWEEN TRUSSES OVER SHEAR WALLS STAMP 4. SNOW LOAD CRITERIA: 7.ARCHITECT/ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 6.AGGREGATE SHALL BE A MAXIMUM OF 3/4"DIAMETER AND CONFORM TO ASTM C33. PERPENDICULAR TO TRUSS, DESIGN THE DRAG TRUSS&BLOCKING OVER SHEAR - A. GROUND SNOW LOAD Pg 25 PSF 7. BLOCK ALL SHEAR WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. WALLS FOR MINIMUM OF 300 PLF,U.N.O. ON DRAWINGS B. FLAT ROOF SNOW LOAD Pf 25 PSF 8.THE STRUCTURE AND ALL OF ITS PARTS MUST BE ADEQUATELY BRACED AGAINST 7. CONCRETE CYLINDER SAMPLING AND TESTING SHALL CONFORM WITH ASTM Jar--, C. EXPOSURE FACTOR Ce 1_0 WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL-FORCE SPECIFICATIONS.ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE ASTM 8. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON"NAILS AS DEFINED BY 8.TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATING SLOPED - L `'t D. THERMAL FACTOR Ct 1_0 RESISTING SYSTEMS HAVE BEEN CONSTRUCTED AND ALL OF ITS PARTS HAVE BEEN SPECIFICATIONS. ACCEPTANCE OF CONCRETE SHALL BE GOVERNED BY THE THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), UNO. THE BEARING REQUIREMENTS WITH BEAM MANUFACTURER. E. IMPORTANCE FACTOR 1_0 INSTALLED. PROVISIONS OF A.C.I. 318"BUILDING CODE REQUIREMENTS FOR REINFORCED MINIMUM NAIL SIZES ARE AS FOLLOWS: DBC PROPERTIES CONCRETE". 8D=0.131"DIA X 21/2"LONG 9.TRUSS MANUFACTURER SHALL FURNISH ALL END AND INTERMEDIATE STIFFENERS, LLC 5.WIND CRITERIA(PER ASCE 7-10): 9. SHOP DRAWINGS,VENDOR DRAWINGS, OR ANY MATERIAL PREPARED AND 10D=0.148"DIA X 3"LONG BLOCKING AND/OR SHEAR PANELS, METAL BRIDGING ASSEMBLIES AND HANGERS,AS A. ULTIMATE DESIGN WIND SPEED(3 SEC.GUST) 120 MPH SUBMITTED BY THE CONTRACTOR OR SUBCONTRACTOR ARE NOT CONSIDERED PART 8.CONSTRUCTION JOINTS BETWEEN FOOTINGS AND WALLS, COLUMNS OR PILASTERS 16D=0.162"DIA X 31/2"LONG REQUIRED TO PROVIDE A COMPLETE FLOOR OR ROOF STRUCTURAL SYSTEM. B. NOMINAL DESIGN WIND SPEED(3 SEC.GUST) 93 MPH OF THE STRUCTURAL CONTRACT DOCUMENTS.ANY ENGINEERING DESIGN PROVIDED AND THE SLABS THEY SUPPORT AND WALL CONSTRUCTION JOINTS SHALL BE U.N.O. MINIMUM FRAMING NAILING SHALL CONFORM TO IBC TABLE 2304.9.1. SEE ....;_..' . B. C. EXPOSURE B BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER PREPARED BY ROUGHENING TO FULL AMPLITUDE OF APPROXIMATELY 1/4", LEAVING DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION OF NAILS10. TRUSS SHALL BE DESIGNED FOR A POINT LOAD EQUAL TO A FILLED SPRINKLER __�-•=�� }`� D. RISK CATEGORY It REGISTERED IN THE PROJECT STATE. THE CONTACT SURFACE CLEAN AND FREE OF LATENCY. CONSTRUCTION JOINT OTHER THAN"COMMON"NAILS IS NOT PERMITTED WITHOUT PRIOR APPROVAL. POWER PIPE, PLUS A MINIMUM 2501bs LOAD,APPLIED AT THE POINT OF HANGING PER NFPA.THE DRIVEN NAILS OTHER THAN"COMMON"NAILS MAY BE USED IF PRODUCT DATA IS Enayat -' E. INT. PRESSURE COEFF.,GCPi t0.1$ LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT SUBMITTED AND APPROVED PRIOR TO USE. CONTRACTOR SHALL PROVIDE SPRINKLER SHOPS TO THE TRUSS MANUFACTURE FOR Schneider �A 4„" F. COMPONENT AND CLADDING PRESS. SEE BELOW 10.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME AND ENGINEER FOR REVIEW. COORDINATION OF HANGER LOCATIONS AND MAINLINES Engineering,► ,' TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS,SUBJECT TO REVIEW BY ,`.,.. THE PROJECT ARCHITECT AND ENGINEER. 9.CONTRACTOR SHALL SUBMIT FOR REVIEW DETAILS OF PROPOSED CONSTRUCTION 9. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0", EXCEPT AT PLYWOOD 11.TRUSSES ATTACHED TO A WOOD LEDGER SHALL USE A TOP FLANGE HANGER OR 3141 WALNUT STREET, STE. 203A JOINTS NOT DETAILED IN THE STRUCTURAL DRAWINGS. FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-0", UNLESS ALL EDGES OF THE BE TOP CHORD BEARING DENVER,COLORADO 80205 35 psf 30psf 35 psf 11. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 720.904.1234 www.essdenver.com y CONDITIONS WHICH ARE NOT KNOWN DURING DESIGN OR ARE AT VARIANCE WITH THE 10. BOND NEW CONCRETE TO EXISTING CONCRETE WITH AN APPROVED BONDING PROJECT DOCUMENTATION. SUCH CONDITIONS MAY INTERFERE WITH NEW AGENT. AS A MINIMUM, EXISTING CONCRETE SURFACES SHALL BE ROUGHENED BY 10. CONTRACTOR IS TO PROTECT FLOOR AND ROOF SHEATHING FROM EXTREME WET SHOP DRAWINGS CONSULTANT CONSTRUCTION, REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK, OR MAY CHIPPING TO A MINIMUM 1/4"AMPLITUDE TO EXPOSE COURSE AGGREGATE. CONDITIONS TO LIMIT MOVEMENTS DUE TO EXPANSION CAUSED BY MOISTURE. w CONSIST OF DAMAGE OR DETERIORATION OF STRUCTURAL MATERIALS/COMPONENTS PREPARATION AND APPLICATION IS TO BE IN STRICT ACCORDANCE WITH THE ADDITIONALLY, PROVIDE PROPER PANEL SPACING PER THE AMERICAN PLYWOOD 1. CONSTRUCTION DOCUMENTS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR 0. I O Z WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE MANUFACTURER'S RECOMMENDATIONS. ASSOCIATION RECOMMENDATIONS. USE AS ERECTION PLANS OR SHOP DETAILS. cLs CD u_p CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ALL DISCOVERIES HE BUILDING V BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE 11. CONCRETE TOPPING FOR METAL DECKS SHALL NOT INCLUDE ANY ADDMIXTURES 11.WHERE PRESSURE-TREATED PLYWOOD IS INDICATED ON THE DRAWINGS, IT SHALL 2. USE OF ESS'S ELECTRONIC FILES AS A BASE FOR SHOP DRAWINGS REQUIRES PRIOR o a THE INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH WORK RELATED TO CONTAINING CHLORIDE SALTS. CONFORM WITH A.W.P.A. STANDARD C-9 AND SHALL EXCEED THE A.W.P.B. (AMERICAN APPROVAL BY ESS, SIGNED RELEASE OF LIABILITY BY CONTRACTOR,AND DELETION OF co LOADS SHOWN ARE SUCH DISCOVERIES. WOOD PRESERVERS BUREAU)QUALITY MARK. ESS'S NAME AND LOGO FROM ALL SHEETS. ULTIMATE UNLESS to 12.ALL LIGHTWEIGHT CONCRETE SHALL HAVE A MAXIMUM UNIT WEIGHT OF 110 pcf. 0. NOTED is o z 12.THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND 12. SOLID BRIDGING AT MAXIMUM OF 8'-O"ON CENTER SHALL BE REQUIRED WHERE 3. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS SHALL SUBMIT IN WRITING Ln tr Ce SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, JOIST HAVE A FIVE-TO-ONE(5:1)OR GREATER DEPTH-TO-THICKNESS RATIO AND WHERE ANY REQUESTS TO MODIFY THE PLANS OR SPECIFICATIONS. `,) ' u. SEQUENCES, PROCEDURES, NOR SITE SAFETY. ONE(1)EDGE IS NOT HELD IN LINE BY SHEATHING,WALLBOARD, BRACING, ETC. oCONCRETE REINFORCING STEEL 4. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE"REQUEST FOR �6'-6"_ 1-6.- " 13.THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE 13. DOUBLE UP STUDS AT CORNERS AND JAMBS OF OPENINGS LARGER THEN 6'-0"AT CHANGE IN WRITING"UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED FROM FROM INFORMATION REGARDING THE EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE 1.CONCRETE REINFORCING STEEL FOR, METAL INSERTS CONFORM WITH ASTM A 615 BEARING WALLS. U.N.O. SEE PLAN FOR BEARING WALL LOCATIONS, AND NOTED. CHANGES BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS CORNER CORNER TO VERIFY ANY EXISTING CONDITIONS AGAINST INFORMATION PROVIDED BY OTHERS. DEFORMED GRADE 60(WELDABLE REINFORCEMENT SHALL BE ASTM A706, GRADE 60) BECOME RESPONSIBILITY OF THE ONE INITIATING SUCH CHANGES. THE CONTRACTOR SHALL COMPARE THE EXISTING DOCUMENTS AND NOTIFY THE UNLESS OTHERWISE NOTED. 14. PROVIDE TWO(2)2x STUDS MINIMUM NAILED TOGETHER UNDER ALL BEARING COMPONENT AND CLADDING WALL PRESSURES ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING WITH WORK. POINTS OF ROOF GIRDER TRUSSES, CONCENTRATED LOADS AND BEAM BEARINGS, 5. SHOP DRAWINGS STAMPED BY A LICENSED ENGINEER IN THE STATE WHERE THE NTS 2.ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL UNLESS NOTED OTHERWISE. STUDS SHALL EXTEND FROM TOP OF FOUNDATION TO BUILDING IS TO BE CONSTRUCTED, SHALL BE REQUIRED ON THE FOLLOWING ITEMS: 14. STRUCTURAL DRAWINGS ARE NOT STAND ALONE DOCUMENTS AND ARE INTENDED CONFORM WITH A.W.S. D1.4. BOTTOM OF MEMBERS. • CONCRETE MIX DESIGN 6. SEISMIC CRITERIA: TO BE USED IN CONJUNCTION WITH CIVIL,ARCHITECTURE, MECHANICAL, ELECTRICAL, • GLUE LAMINATED MEMBERS A. RISK CATEGORY II AND DRAWINGS FORM OTHER DISCIPLINES.THE CONTRACTOR SHALL COORDINATE ALL 3. PLACE 2'-0"x 2'-0"BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND 15.ALL LUMBER EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. • PRE-ENGINEERED ROOF TRUSSES B. SEISMIC CATEGORY D REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. FOUNDATIONS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. • REINFORCING STEEL C. IMPORTANCE FACTOR, le 1100 16.ALL HEADERS NOT NOTED SHALL BE A MINIMUM(2)2x8 WITH (1)2x6 T&K AT • STRUCTURAL STEEL D. SITE CLASS D 15. ITEMS, IN THE OPINION OF THE CONTRACTOR,THAT APPEAR TO BE DEFICIENCIES, 4.ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN OPENINGS<=6'-O"&(3)2x10 WITH(2)2x6 T&(1)2x6 K AT OPENINGS<=8'-0". • GUARDRAILS/HANDRAILS AND THEIR CONNECTIONS CoE. RESPONSE MOD FACTOR(R) 6_5 OMISSIONS,CONTRADICTIONS,OR AMBIGUITIES IN THE PLANS/OR SPECIFICATIONS ACCORDANCE WITH A.C.I. DETAILING MANUAL 315. C F. RESPONSE COEFF. (Cs) 0.111 SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. PLANS AND/ 17. PROVIDE 2x4 BLOCKING AROUND ALL OPENINGS IN ROOF. NAIL THE PANELS TO 6. SHOP DRAWINGS WILL NOT BE ACCEPTED BY THE ENGINEER WITHOUT FIRST BEINGIlimmm G. MAPPED SPECTRAL RESPONSE ACCEL.,Ss 0.975 OR SPECIFICATIONS WILL BE CORRECTED OR WRITTEN INTERPRETATIONS OF THE 5.ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. BLOCKING WITH 10d NAILS AT 4"O.C. PROVIDE 2x8 BLOCKING AROUND ALL OPENINGS IN REVIEWED AND COMMENTED ON BY THE CONTRACTOR. H. MAPPED SPECTRAL RESPONSE ACCEL., S1 0.423 ALLEGED DEFICIENCY,OMISSION,CONTRADICTION OR AMBIGUITY WILL BE MADE BY FLOORS NAIL WITH 10d NAIL AT 4"O.C.AROUND THE OPENING. PROVIDE SOLID Z I. DESIGN SPECTRAL RESPONSE ACCEL., Sds 0.721 THE STRUCTURAL ENGINEER. WORK SHALL NOT PROCEED IN THESE AREAS BEFORE A 6. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER BLOCKING UNDER ALL COLUMNS FOR POST FROM TOP OF FOUNDATION OR BEAM 7. CONNECTIONS OF DEFERRED SUBMITTAL ITEMS TO THE PRIMARY STRUCTURE SHALL J. DESIGN SPECTRAL RESPONSE ACCEL., Sdl 0.444 RESPONSE IN RECEIVED FROM THE STUCTURAL ENGINEER. TRADES, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. BEARING TO THE TOP OF COLUMN OR POST. BE BY THE DEFERRED SUBMITTAL SUPPLIER.THE DEFERRED SUBMITTAL SUPPLIER LLIz K. ANALYSIS PROCEDURE=EQUIVALENT LATERAL FORCE ANALYSIS SHALL PROVIDE CONNECTIONS AND FRAMING ARRANGEMENT TO AVOID LOADING W L. SEISMIC FORCE-RESISTING SYSTEM(S)= BEARING WALL SYSTEMS 16. THE CONTRACTOR SHALL INFORM THE STRUCTURAL ENGINEER, CLEARLY AND 7. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: 18.ALL SHEATHING SHALL BE A.P.A. CERTIFIED SHEATHING GRADE, UNLESS NOTED WHICH EXCEEDS THE CAPACITY OF THE ELEMENT BEING ATTACHED. w/LIGHT FRAMED WALLS WITH WOOD STRUCTURAL PANELS. EXPLICITLY IN WRITING OF ANY DEVIATION OR SUBSTITUTION FOR REQUIREMENTS OF • 3"TO BOTTOM OF FOOTING/GRADE BEAMS OTHERWISE. G M. BASE SHEAR(ULTIMATE) THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT BE RELIEVED OF ANY • 2"TO EARTH FACE OF WALL 8.ALL DEFERRED SUBMITTALS SHALL BE ATTACHED TO THE PRIMARY STRUCTURE I- a. BLD 1 = 181K REQUIREMENTS OF THE CONTRACT DOCUMENTS BY VIRTUE OF THE STRUCTURAL • 1 1/2"TO INSIDE FACE OF WALL 19. PROVIDE ONE 1/4"x3"x3"MINIMUM GALVANIZED PLATE WASHER(CONFORMING TO WITH A PINNED CONNECTION. MOMENT CONNECTIONS TO THE PRIMARY STRUCTURE /"�/ Etb. BLD 2= 152K ENGINEER'S REVIEW OF SHOP DRAWINGS, PROJECT DATA, ETC., UNLESS THE • 1 1/2"MAIN BEAMS AND COLUMNS THE 2008 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND ARE NOT PERMITTED UNLESS NOTED ON THE DRAWINGS OR APPROVED BY THE Ce c. BLD 3=36K CONTRACTOR HAS CLEARLY AND EXPLICITLY INFORMED THE STRUCTURAL ENGINEER • 1"TO TOP AND BOTTOM CONCRETE SLAB SURFACES CENTER OF SLABS-ON-GRADE. AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND ENGINEER IN WRITING PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS OR Q TO WITHIN 1/2"OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEAR WALL CALCULATIONS. d. BLD 4= 181K IN WRITING OF THE DEVIATIONS OR SUBSTATIONS AT THE TIME OF THE SUBMISSION. 8.ALL REINFORCING LAP SPLICES SHALL BE IN CONFORMANCE WITH A.C.I. 318 SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, STAGGER PLATE CL. ,� f.eBLD 6= 1218K "BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE", CLASS B, UNLESS WASHERS. 9. LOADING AND LOCATION FOR THE ATTACHMENT OF DEFERRED SUBMITTAL ITEMS f. BLD 6=218K SPECIFICATIONS,WHERE DISCREPANCIESEMOREOCCURRINBETWEEN PLANS, DETAILS, NOTES,AND NOTED OTHERWISE. SEE LAP SPLICE SCHEDULE ON DRAWINGS. STAGGER LAPS PER ARE NOTED ON THE DRAWINGS AND ARE NOT TO BE RE-LOCATED OR INCREASED I THE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON ACI 20.ALL FLOOR DECKING SHALL$E GLUED AND NAILED TO JOISTS. ALL FLOOR DECKING WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 0 7.ALL LOADS INDICATED ON THE PLANS ARE ALLOWABLE STRESS DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS LOADS U.N.O. NOTED ON TYPICAL APPLY TO SIMILAR CONDITIONS.WHERE NO SPECIFIC DETAILS ARE SHALL BE TONGUE AND GROOVE WITH GLUED JOINTS. CO W SHOW,CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE 9. REINFORCEMENT BARS SHALL NOT BE TACK WELDED,WELDED, HEATED OR CUT, 10. POWDER ACTUATED FASTENERS SHALL NOT BE USED TO RESIST TENSION LOADS. PROJECT. UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE 21.ALL METAL HANGERS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON POWDER ACTUATED FASTENERS SHALL NOT BE USED RESIST GRAVITY LOADS THAT 12 CI LJ.I M O STRUCTURAL ENGINEER OF RECORD. (OR APPROVED EQUAL)AND SHALL BE THE SIZE AND TYPE INDICATED ON THE INCLUDE BRICK/CMU VENEER. N 18.ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN BE OF THE SAME TYPE AND DRAWINGS. cc 10.START FIRST REBAR 3"IN FROM THE EDGE,WHERE SLAB REBAR IS CALLED OUT AS N �``" Z PROJECT ARCHITECTR S SHOWN FOR GISIEAR CONDITIONS, SUBJECT TO REVIEW BY THE "ON CENTER(O.C.)"SPACING. 22.ALL FASTENERS(NAILS, SCREWS,ANCHOR BOLTS, ETC.) IN CONTACT WITH W Z PROJECT AND ENGINEER. PRESSURE TREATED OR FRT LUMBER SHALL BE CORROSION RESISTANT IN mom _ c 19.ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE INSTALLED 11.ALL WELDED WIRE FABRIC SHALL MAINTAIN A MINIMUM LAP SPLICE OF 6" ACCORDANCE WITH I.B.C.2304.9.5. ABBREVIATIONS LIST LL _ O IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 23.ALL CONNECTORS USED WITH PRESSURE TREATED MATERIAL OR EXPOSED TO W c C 20 .THE GENERAL CONTRACTOR SHALL DETERMINE FROM THE LOCAL BUILDING WEATHER SHALL BE STAINLESS STEEL OR HAVE A SIMPSON Z-MAX/HDG COATING OR ABBR DESCRIPTION ABBR DESCRIPTION z Z OFFICIAL WHEN THE PERMIT IS OBTAINED WEATHER ANY LETTERS OF CONSTRUCTION EQUAL. ABV ABOVE LOC LOCATE/LOCATION ° Q COMPLIANCE WILL BE REQUESTED FORM THE STRUCTURAL ENGINEER, IF SO,THE ALT ALTERNATE/ALTERNATING LVL LAMINATED VENEER LUMBER W CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE THE START OF POST INSTALLED ANCHORS 24. ENGINEERED WOOD BEAMS SHALL BE AS MANUFACTURED BY i-LEVEL(OR in-ARCH ARCHITECT/ARCHITECTURAL LW LONG WAY 0 CONSTRUCTION. APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. EXPANSION ANCHORS SHALL BE I.C.C.-APPROVED(ZINC PLATED IN ACCORDANCE B BOTTOM LWC LIGHT-WEIGHT CONCRETE WITH ASTM B 633, HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A 153,A.I.S.I. Fb Ft Fc,perp Fc,parll Fv BLKG BLOCKING MANUF MANUFACTURER TITLE 304 STAINLESS STEEL)AND CONFORM WITH FS-S-325, GROUP II, TYPE 4, CLASS 1. LSL(<9.5") 1,300ksi 1,700psi 1,075psi 680psi 1,400psi 400psi LSL(9.5"+) 1,550ksi 2,325psi 1,070psi 800psi 2,050psi 310psi BOS BOTTOM OF STEEL MAX MAXIMUM FOUNDATIONS: 2.ADHESIVE ANCHORS SHALL BE I.C.C.-APPROVED AND SHALL CONSIST OF ALL-THREAD LVL 1,900ksi 2,600psi 1,555psi 750psi 2,510psi 285psi BOT BOTTOM MIN MINIMUM # DATE DESCRIPTION ANCHOR ROD, NUT WASHER AND ADHESIVE CAPSULE.ANCHOR RODS SHALL COMPLY PSL 2,000ksi 2,900psi 2,025psi 750psi 2,900psi 290psi BRK BRICK NS NEAR SIDE 1. FOUNDATIONS DESIGNS ARE BASED ON OWNER ACCEPTED RECOMMENDATIONS GIVEN WITH ASTM A307. (NOT USED AT P.T. SLAB.) 25. GLUE LAMINATED BEAMS SHALL BE AS MANUFACTURED BY BOISE CASCADE(OR CL CENTERLINE OC ON CENTER BY THE SOILS ENGINEER OF RECORD RHINO ONE GEOTECHNICAL IN SOLS REPORT APPROVED EQUAL)AND HAVE THE FOLLOWING MINIMUM PROPERTIES: COL COLUMN OSB ORIENTED STRAND BOARD #DBG-2016-003 AND DATED DECEMBER 16,2016. 3. HEAVY DUTY SCREW ANCHORS SHALL BE STAINLESS STEEL: SIMPSON TITEN HD OR CONC CONCRETE PL PLATE APPROVED EQUAL. E Fb,top Fb,bot Fc.oerp Fc,parll Fv CONST CONSTRUCTION PWD PLYWOOD 2. FOOTING FOUNDATIONS DESIGNS ARE BASED ON THE FOLLOWING: GLB 24F-V4 I,800ksi I,850psi 2,400psi 650psi I,650psi 240psi CONT CONTINUOUS REINF REINFORCEMENT/ MAXIMUM BEARING PRESSURE=2,000psf GLB 24F-V8 1,800ksi 2,400psi 2,400psi 650psi 1,650psi 240psi REINFORCING MINIMUM EXTERIOR FOOTING DEPTH= 1'-6" CU CONCRETE UNDERLAYMENT MINIMUM INTERIOR FOOTING DEPTH= 11-0" 26.ALL RIM JOISTS SHALL BE AS NOTED ON PLANS AND DETAILS. RIM MATERIAL SHALL D DEEP/DEPTH RT ROOF TRUSS BE ICC APPROVED FOR RIM JOIST APPLICATIONS DF DOUGLAS FIR SBW STEP BOTTOM OF WALL 3. RETAINING WALL DESIGNS ARE BASED ON THE FOLLOWING: DIA DIAMETER SCHED SCHEDULE ACTIVE PRESSURE(UNRESTRAINED): 35-60 PCF(DEPENDING ON SLOPE OF WALL ABOVE) 27.ANCHOR BOLTS SHALL CONFORM W/ASTM A307 OR F1554. BOLTS IN CONTACT W/ DIAPH DIAPHRAGM SIM SIMILAR ACTIVE PRESSURE(RESTRAINED):60 PCF PRESSURE TREATED MATERIAL SHALL BE GALVANIZED IN ACCORDANCE W/ASTM A153, DWG DRAWING(S) STP STEP TOP PLATE REVISIONS ~- PASSIVE PRESSURE:200 PSF CLASS C. COEFFICENT OF FRICTION: 0.35 EF EXTERIOR FACE STRUCT STRUCTURE/STRUCTURAL EL ELEVATION STW STEP TOP OF WALL 4.ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING/GRADE ELEV ELEVATION SW SHORT WAY BEAM EXCAVATION TO NEAT LINES. EMBD EMBEDMENT T TOP B, TD 5.ALL OVER EXCAVATION AND FILL SHALL BE PLACED AS DIRECTED BY THE SOIL'S EOS EDGE OF SLAB T&B TOP AND BOTTOM DRAWN BY CHECK BY ENGINEER. EVER ELEVATOR T&G TONGUE&GROOVE PERMIT SET EW EACH WAY TO TOP OF STATUS 6.ALL FOUNDATIONS AND SLABS SHALL BE PLACED ON UNDISTURBED OR COMPACTED FOC FACE OF CONCRETE TOC TOP OF CONCRETE CONTROL FILL AS PER THE SOILS REPORT. FS FAR SIDE TOF TOP OF FOOTING 03.29.2018 7.ALL FORMS AND ORGANIC DEBRIS SHALL BE REMOVED PRIOR TO BACKFILLING. FTG FOOTING TOGB TOP OF GRADE BEAM DATE GT GIRDER TRUSS TOP TOP OF PILE/TOP OF PIER 17154 8.CONTRACTOR SHALL BRING THE BACKFILL UP EQUALLY ON BOTH SIDES OF THE HF HEMLOCK FIR TOPC TOP OF PIER CAP PROJECT NUMBER FOUNDATION WALLS SO AS NOT TO CREATE AN UNBALANCED LOADING. HT HIP TRUSS TOS TOP OF STEED TOP OF SLAB 9. DO NOT PLACE BACK-FILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS AT THE TOP IF INTERIOR FACE TYP TYPICAL AND BOTTOM ARE IN PLACE OR ADEQUATE BRACING IS INSTALLED AND CONCRETE IS L LONG/LENGTH UNO UNLESS NOTED OTHERWISE CURED. W WIDE/WIDTH WWF WELDED WIRE FABRIC Say0 1 ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. SPECIAL INSPECTIONS PROGRAM-APARTMENTS Otak ESTABLISHED PER THE SPECIFIED BUILDING CODE AND LOCAL AMENDMENTS TYPE OF WORK PERIODIC(4A) CONTINOUS(4B) COMMENTS 1)SOILS: ,10000:40114 GRADING, EXCAVATION,AND FILL X IBC TABLE 1704.7 Otak Architects, Inc. 2)CONCRETE: 808 SW Third Avenue, Suite 300 PLACEMENT OF REINFORCING STEEL X IBC TABLE 1704.7 Portland,OR 97204 BOLTS CAST IN CONCRETE X IBC TABLE 1704.7 main 503.287.6825 PLACING OF REINFORCED CONCRETE X IBC TABLE 1704.7 www.otak.com TAKING OF TEST SPECIMENS X IBC TABLE 1704.7 4)STRUCTURAL STEEL: ��`'0 II�N�1F�.t SINGLE-PASS FILLET WELDS<5/16" X IBC TABLE 1704.3 + "� BRACING AND STIFFENING DETAILS X IBC TABLE 1704.3 `l 8, - f' MEMBER LOCATIONS X IBC TABLE 1704.3 JOINT DETAILS AT CONNECTION X IBC TABLE 1704.3 5)HIGH STRENGTH BOLTING: 'Q ,j� G. -A, BEARING CONNECTIONS X I IBC TABLE 1704.3 6)WOOD FRAMING: D(P1ltE5: 14/311 l INTERIOR AND EXTERIOR SHEARWALL NAILS X I IBC TABLE 1707.3 3-29-2018 VERIFICATION OF HOLDOWNS AND STRAPS X I IBC TABLE 1707.3 STAMP ROOF AND FLOOR DIAPHRAGM NAILING X I IBC TABLE 1707.3 FRAMING CONNECTIONS X I IBC TABLE 1707.3 7)SPECIAL CASES: �� PROPERTIES COUPLING OF REINFORCING STEEL X PER ICC EVALUATION REPORT ADHESIVE ANCHOR INSTALLATION X PER ICC EVALUATION REPORT LLC EXPANSION BOLT INSTALLATION X I PER ICC EVALUATION REPORT PROGRAM FOOTNOTES: Enayat Schneider Smith '1 =' 1. THE SPECIAL INSPECTOR SHALL BE A THIRD PARTY INSPECTOR APPROVED BY THE ENGINEER OF RECORD,THE =w INSPECTOR SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL&ENGINEER OF 3141 WALNUT STREET,STE.203A RECORD, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION THAT REQUIRES A DENVER,COLORADO 80205 SPECIAL INSPECTOR. 720.904.1234 www.essdenver.com 2. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: CONSULTANT A.ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, PROVIDED BY LOCAL JURISDICTION. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE BUILDING OFFICIAL&OWNER. C. FOR EACH INSPECTION,THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,OWNER, ENGINEER,CONTRACTOR,AND OTHER DESIGNATED PARTIES IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. D.THE SPECIAL INSPECTOR SHALL FURNISH A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED,AND WHETHER SAID WORK WAS IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS,AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE PROJECT STATE. 3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE THAT THE WORK TO BE INSPECTED IS READY FOR SUCH INSPECTION. B. ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION REMAINS ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR,AND APPROVED BY THE BUILDING OFFICIAL. Cl) C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT PLANS AND SPECIFICATIONS AT THE JOBSITE. D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. W z 4. DEFINITIONS: Wec A. "CONTINUOUS INSPECTION"MEANS THAT THE INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING "PERIODICTHE WORK REQUIRING SPECIAL INSPECTION. liumem THAT SPECIALTIME B. INSPECTION"MEANS THE INSPECTOR IS ON SITE AT NTERVALS SUFFICIENT TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT PLANS AND SPECIFICATIONS. 0_ CL 5. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF INTERNATIONAL BUILDING CODE&LOCAL AMENDMENTS. <IC C) (f) co wry, w w N ■>J N � i••••• Z ° LL = 0 w a) 0 1-- 0 TITLE # DATE DESCRIPTION REVISIONS SB,JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S 0 02 ■ 2018 OTAK,INC. If this drawing is not 24"x 36",it has been reducedlenlarged.Scale accordingly. FOUNDATION PLAN NOTES - CLUBHOUSE Otak 1. SEE SHEET S0.01 AND S0.02 FOR GENERAL NOTES 2. SEE SHEET S8.51 FOR TYPICAL FOUNDATION DETAILS NOT -0011 .adIVAI lik SHOWN ON PLAN 3. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS Otak Architects, Inc. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS 3. �3.2 3.3 3.4 WITH ARCHITECTURAL PLANS PRIOR TO START OF 808 SW Third Avenue, Suite 300 CONSTRUCTION Portland,n 503.287.6825 OR7 772204 main 5. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS 62'-0" NOT NOTED ON PLANS www.otak.com 6. REFER TO LANDSCAPE AND ARCHITECTURAL PLANS FOR I 26'-0" 18'-8" 17' -4" LOCATIONS OF ALL EXTERIOR LANDSCAPING, PLANTERS, " il $ f` DIVIDING WALLS AND WALLS AROUND BALCONIES t 1 7. REFER TO CIVIL DRAWINGS FOR ALL FINAL GRADE ,Ea Gru e0,4>ot i ELEVATIONS ,Y /5 CC 8. VERIFY ALL BOTTOM OF FOOTING ELEVATIONS PROVIDE A �• AI 0 0 CI) 1. 0 . U MINIMUM l'-6" FROST DEPT. r 9. MAINTAIN ALL EXTERIOR GRADE A MINIMUM OF 8" BELOW r I 58.51 I _ _ >- I - , 1 z TOP OF CONCRETE AT WOOD FRAMED AREAS pv r-� - 1 r - - ;., HD i--- - 1 r - ; ' Hoy 8 ::: � � �- I- -1 - :- _ T �, -- T,: _ •_E == I . _ HD - -� 1D. FOOTInNnGS SHALL BE CENTERED UNDER WALLS OR / Ca. SNA3.A A- - r - - - - - - - � 1 CO u Ns, UNO1 r f-- - - -� - = ,� I LJ 11. PROVIDE SLAB CONTROL JOINTS AT 10'-0" O.C. MAXIMUME]CP1Rt 211/ IC� I - J I I L J L _ _ _ J �- Nyi EACH DIRECTION. SEE 5/S8.51 ak - - L1 J 1 T 1 -� 12. COORDINATE LOCATIONS OF WALL THICKNESS TRANSITIONS 3-29-2018 I f HD HD 1 HD 144WITH ARCHITECTURAL DRAWINGS. STAMP HD S8.51 � E I r r, I0'\,,,,,84.1•5..,„17' 1 SLAB LEAVE OUT. 1``'I I �S8.51 I I I 1 ,I 11 COORDINATE WITH MECH. - I T 4 58.51 AND ARCH DRAWINGS W HD I 11 I DBG PROPERTIES Ok/ �- HD �, I '� I - II I FOUNDATION PLAN SYMBOLS LEGEND LLC I 0 1 I II I 0 t L(3.B , - in t - �-- " - - - :'- - = I - FX '' INDICATES THICKENED SLAB/FOOTING/PIER, PER H I I tr - _ FS I HO 111 F8 L POOL BY OTHERS - - SCHEDULE. " 1 Uw' ! I Fl 1 Enayat illb- S8.51 I ' I 1 I I CX > INDICATES COLUMN PER COLUMN SCHEDULE. Schneider I, I Alit 5" SLAB-ON-GRADE W/#3 @ 11 11 I I Smith /�� Engineering, 11 inc. i 16" E.W. PREPARE SUBGRADE I I I HD INDICATES HOLD DOWN LOCATION PER SHEAR WALL 3141 WALNUT STREET, STE. 203A N I PER THE SOILS REPORT I I� PLANS AND ELEVATIONS. DENVER, COLORADO 80205 HD T05 - 100-0 I I I 720.904.1234 www.essdenver.com J_ �" - F8 o r I , / I 6"TALL CONC. CURB I I POSTS LOCATED WITHIN THE cv I I STOREFRONT MULLIONS SHALL BE CONSULTANT _ ATTACHED TO THE CONC. CURB WITH J ® HD III 111 I I 1 7 CPT66Z POST BASE AT 6x6 POSTS AND 1 I cf) 1 1 ` CPT88Z POST BASE AT 8x8 POSTS. ORIENT I- - � -1 58.51 r- - - - I 58.51/ CORNER BARS, SEE KNIFE PLATE PARALLEL TO WALL 5/S8.51 _ DIRECTION, TYP. F6 I 1 1 i 11 3.0 - - -=-- - ROOF FRAMING PLAN NOTES - CLUBHOUSE Otak 1. ROOF FRAMING TO BE PRE MANUFACTURED TRUSSES @ 24" �� , OC. TYP, UNO. 2. DESIGN ALL ROOF TRUSSES FOR THE LOADS INDICATED ON SHEETSC0.01. Otak Architects, Inc. 1 3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL .1 3.2 3.3/ 3.4 EQUIPMENT FASTENED TO BOTTOM OF TRUSSES OR 808 SW Third Avenue, Suite 300 _ __ / SUPPORTED ON TOP OF ROOF. Portland, OR 97204 8"WALL 6"WALL 4. INTERIOR BEAMS ARE FLUSH WITH FLOOR FRAMING UNO ON main 503.287.6825 PLAN AS'DROPPED'. www.otak.com TRUSS BLOCKING BETWEEN 5. SMALLER BEAMS TO BE SUPPORTED OFF LARGER BEAMS. - I TRUSSES DESIGN FOR DRAG I �- I I TYP UNO • D PR r • LOAD OF 155 PLF 10� 6. HEADERS TO BE LOCATED ABOVE OPENINGS BELOW TOP '�0. �f, • , PLATES OF WALL UNO. SEE SHEET 1/S8.61, �� G I N FeJ/� + Sr 7. SEE GENERAL NOTES FOR SIZE OF HEADERS NOT INDICATED 444 • �` • ' , A.m. TRUSSES DESIGN FOR DRAG imi8. A MINIMUM OF (2)2X STUDS SHALL BE USED BENEATH EACH G'T IGT S8.61 ®LOW TRUSS LOAD OF 125 PLF Tis r OUTRIGGER'S r i i r 9. FRAMING PLANS INDICATE SPACES, BEARING WALLS, AND 4, Pal- T- I , 1 1 N-, J 2x10 OUTRIGGERS 24' O C. � j*,....1- rHIF1,611 gm PARTITIONS BELOW LEVEL REFERENCED BY PLAN. COLUMNS jPy 3.A ill ( I "--. 6I • SHOWN WITH HEAVY LINES ARE BENEATH GIRDERS/BEAMS G• E�NOTE: SHOWN ON PLAN, UNO. DASHED LINES INDICATED WALLS ��IHh�IGHrI II H6 H6 t / MI ABOVE. L ES. 12!31/ Iq f ADVANCED FRAMING TECHNIQUES ARE i C3 CWS , CW2> r C4 REQ'D FOR THIS BUILDING. CORNERS & 10. SEE SHEET SC0.01 FOR GENERAL NOTES. 3-29-2018 O1.1_9_,)ittiINTERSECTING WALLS SHALL BE 11. SEE SHEET S8.61 FOR TYPICAL FRAMING DETAILS NOT STAMP J = t S$.62 9 �, FRAMED PER 13/S8.61 SHOWN ON PLAN. -fl:tHIE,- T S8.61 �S8v61 ` �^�W2) ! 12. ALL DETAILS ARE TYPICAL FOR SIMILAR CONDITIONS. r--. --(V1/3:) I TYP 13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS _ -� W3 6 WITH ARCHITECTURAL PLANS PRIOR TO START OF S8.617 CONSTRUCTION. DBG PROPERTIES © I , S8 61 ❑ 14. SEE ARCHITECTURAL DWGS FOR ALL DIMENSIONS, ROOF S8.61 „------1, -co -- I a SLOPES, HEEL HEIGHTS, OVERHANDS, AND ELEVATIONS NOT LLC Cl + C4 0 NOTED ON STRUCTURAL DWGS. 3.B - _ i/ y Lil p(W1> C1� 51M T� 15. SEE SHEAR WALL PLANS FOR LOCATIONS OF PLYWOOD y ® SHEATHING AND OTHER SHEAR REQUIREMENTS. Y1,41 S8.62 a ❑ _El _1 ,„ NOTE: 16. PROVIDE ROOF TRUSS OVER ALL SHEAR WALLS PARALLEL i w �i8.62= wEnayat �- i 8 I o_ I- -- ROOF SHEATHING SHALL BE TO THE TRUSS OR PROVIDE TRUSS BLOCKING OVER SHEAR Schneider cL �" PLYWOOD. SEE ROOF WALLS PERPENDICULAR TO TRUSS. DESIGN TRUSS OR Smith l B.61 -p -c BLOCKING OVER SHEAR WALLS FOR 155 If DRAG FORCE. E"g'"ee""9'� II I 0 I FRAMING PLAN NOTES, SHEET P Inc S0.01 AND ARCH FRAWINGS. 17. ROOF SHEATHING SHALL BE 15/32" PLYWOOD W/32/16 SPAN I3141 WALNUT STREET, STE. 203A (2) PLY TRUSS A I { PLY TRUSS @ DENVER, COLORADO 80205 II � RATING & UNBLOCKED EDGES. NAIL W18d 6" O.C. EDGES,-' BLOCKING WITh I ç /- 2) BLOCKING WITH ,.-�1 I ' m 8 - s 12" O.C. FIELD _ (2)A35 CLIPS TO GT (2)A35 CLIPS TO I 11 720.904.1234 www.essdenver.com C.D 50 '` DROPPED BEAM 1 �S8.61 DROPPED BEAM J CONSULTANT (2) PLY DRAG TRUSS DESIGN = J i 12 'Ii-----').1 S8.61 FOR DRAG LOAD OF 165 PLF. HUC410 CONCEALED,„=„I . C El� {Ng FLANGE HANGER- . __ S8.61 __ ALIGN GIRDER TRUSSZo C I 1 314"x 9 114" (1.9E)LVL IN - = WITH POST AT SYMBOL LEGEND: FRAMING PLAN CLUBHOUSE •UTRIGGERS @ 24" O.C. I' C7 STOREFRONT 3.0 --- --- _ - - x INDICATES BEAMBEAM SCHEDULE. . -�- �- j' ------- . _ _ - --� - +y--I B C SPER SC DU itralk C2 ? S8.62 H4 Hx] INDICATES HEADER PER HEADER SCHEDULE. CMST12 STRAP ON TOP OF - -- C1 i '40' SHEATHING, FULL LENGTH OF T 4 W1 Iiii8.62rep -__ J GT INDICATES GIRDER TRUSS DESIGNED BY THE TRUSS BLD. ATTACH WITH (37) 10d Sg 62 - MANUFACTURER. NAILS EACH END AND 10d =;~ I I GT I GT HUC48 CONCEALED NAILS @ 6" IN THE FIELD. I I I FLANGE HANGERoo Cx INDICATES COLUMN PER COLUMN SCHEDULE. HUC410 CONCEALED TRUSS BLOCKING BENEATH I '"" FLANGE HANGER STRAP SHALL BE A MIN. OF 3" - WIDE © W3 4.'i ._\11 HUC614 CONCEALEDWx INDICATES WALL STUD FRAME PER WALL SCHEDULE. S8.61C > FLANGE HANGER 3-D Wrr+s+-=-- °•••••••• tiii�- - -Io- - - - - IIF/////////////, INDICATES BEARING WALLS, TYP. SEE SCHEDULE. ; 1v ICMST12 STRAP ON TOP ROOF DRAG TRUSS DESIGN FOR % 3 TYP I w SHEATHING, FULL LENGTH OF DRAG LOAD OF 110 PLF. S8.61 Im a BLD. ATTACH WITH (41) 10d - - • -1 0 NAILS EACH END AND 10d %, [ -\' p NAILS @ 12" IN THE FIELD. I CO 3.E L -BLOCKING/TRUSS BLOCKING - Co BENEATH STRAP SHALL BE A aD A/ <C2 MINIMUM OF 3"WIDE. z CD � ' I \ 1 58.62 W z 0 I.. H2 I :z '- HUC614 CONCEALED M J Ir FLANGE HANGER 11 I I I I I I I` 7-__ I D 2x1�OUTRIG+.ERS @ 24"O.C. C G. 7 I Ce - J,,,�,,, . 0, , 3.F - r ,; - - - - - Q I - ' W1 > � �1 z `� 0 GT .\ © Q . EMI 10 I J 114"CAP PL TYP. S8.61 (TYP.) PRE-ENGINEERED ROOF_ DESIGN PERIMETER GT Co TRUSS @ 24" O.C. AS STRUCTURAL FASCIA Q Ill ce") Z MEMBER, TYP N C LI] Z c LL = 0 a. 1 ROOF FRAMING PLAN - BUILDING 3 _ _ Q ct o • S3-2.02 ' 1/8" = 1'-O" 0 N. TITLE # DATE DESCRIPTION CLUBHOUSE BEAM SCHEDULE CLUBHOUSE COLUMN SCHEDULE CLUBHOUSE HEADER SCHEDULE CLUBHOUSE WALL SCHEDULE-WOOD STUD SYM I SIZE POST COMMENTS SYM SIZE COMMENTS I SYM SIZE TRIMMER ' KING COMMENTS MARK DESCRIPTION I 1ST FLOOR REMARKS B1 15 1/8"x22 1/2" GLULAM DROPPED C1 6x6 POST CCQ CAP H1 (3)1 3/4x7 1/4 LVL (1.9E) (2)2x8 (2)2x8 W1 EXTERIOR LOAD BEARING STUD WALL 2x8 DF#2 @ 24" B2 IHSS6X6X1/4 DROPPED C2 8x8 POST CCQ CAP I H2 (3)1 3/4"x11 1/4" (1.9E) LVL (2)2x8 (2)2x8 O.C. C3 2x STUDS SEE 4/S8.61 I H3 (2)1 3/4"x7 1/4" (1.9E) LVL (1)2x6 (1)2x6 W2 EXTERIOR LOAD BEARING STUD WALL 2x6 DF#2 @ 24" C4 6" STD. PIPE H4 (3)1 3/4"x14" (1.9E) LVL (2)2x8 (2)2x8 O.C. H6 (2)2x8 DF#2 (1)2x6 (1)2x6 W3 INTERIOR LOAD BEARING 6" STUD WALL 2x6 DF#2 @ 16" H7 (3)2x8 DF#2 (2)2x8 (2)2x8 O.C. I W4 INTERIOR LOAD BEARING 6" STUD WALL 3x6 DF#2 REVISIONS JD TDS DRAWN BY CHECK BY PERMIT SET STATUS 03.29.2018 DATE 17154 PROJECT NUMBER S3-2 . 02 ©2018 OTAK, INC. If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. SHEARWALL PLAN NOTES Otak 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR WALL SCHEDULE. 2. ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X MATERIAL U.N.O., BLOCKING IF SPECIFIED, SHALL BE PLACED FLAT BETWEEN WALL STUDS, CENTERED AT PANEL JOINTS. Otak Architects,Lects, I IAC. 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 808 SW Third Avenue, Suite 300 3.1 3.2 (33\\ BE 1-518" FOR 10d NAILS AND 1-1/2" FOR 8d NAILS. NAIL HEADS Portland, OR 97204 / SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. S3-4.011main 503.287.6825 4. NAIL DIAMETERS SHALL BE 0.148" FOR 10d NAILS AND 0.131" www.otak.com FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI (10d)AND 1 Fy-100 KSI (8d). • • 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. • *:. 1 I I I PROVIDE ANCHOR BOLT WITHIN 12" FROM EACH END OF ��Ei G �N�eF fly U t` PLATE. 6. WHERE 10d NAILS ARE SPACED AT 3" OR LESS ON CENTER oc : 'r . '°y AND PENETRATE INTO FRAMING MORE THAN 1-5/8", NAILS InNis ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM • I I I I OF 3x OR 2-2x ' . ,'feir 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF THE WALL, STAGGER THE PANEL JOINTS ON THE WALL "' J G. e A4 -- STUDS. �~ — � i 8. PROVIDE A MINIMUM OF (2)2x POSTS AT ENDS OF ALL SHEAR !EXPIRES: 12/31j 19 WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE PANEL EDGE NAILING INDICATED. EDGE NAILS SHALL BE 3-29-2018 LOCATED AT LEAST 3/8" FROM EDGE OF PANEL STAMP 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD — 4.- E-_(,---) DOWNS AT ENDS OF WALLS PER DETAILS S8.71 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS Z �1 L � - CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE, THE SHEAR WALL DESIGNATION DBG P R O P E RT I E 5 APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF Lt C THE WALL. 12. NAIL SPACING APPLIES TO ALL STUDS, TOP AND BOTTOM {• 3.B .. - — — — — — — PLATES AND BLOCKING. u 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT 4.... A�� I BOUNDARIES AND CHANGES IN FRAMING. I Enayat 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Schneider SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE Smith 1�� a'' MANUFACTURER'S INSTRUCTION. n�gineer.ng. I * 15. PLACE SHEATHING ON SAME SIDE OF WALLAS E1 ENATION 3141 WALNUT STREET, STE. 203A SYMBOL. DENVER, COLORADO 80205 111111764251...... 6. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 720.904.1234 www.essdenver.com ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. CONSULTANT 17. PROVIDE ONE 114"x3"x3" MINIMUM GALVANIZED PLATE I I -1 WASHER(CONFORMING TO THE 2012 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE WASHER SHALL EXTEND TO WITHIN 112"OF THE EDGE OF THE OB BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, i--.' " E. STAGGER PLATE WASHERS. S3-4.01 4 1 3 S3-4.01I {ll I I SYMBOL LEGEND: SHEARWALL PLAN IINDICATES SHEAR WALL. I I 3' �' \ NUMICERES SHEAR N AT INTERIOR SH AR WALLS. SEEWALL TYPE AND SHEAR ii, O WALL ELEVATION SHEET. ` I I CO , • .: 0-- . Imm. 'Z CO - n W c M z I Q J I I Q CO Q 0 z 2 J S3-4.01I ci LU N o_ I YN J W za Q u . 1ct 0 o W u) cc Q 1 SHEARWALL PLAN - BUILDING 3 = Q < W S3-3.01 1/8" = 1'-0" 0 = r` H (1) TITLE 1 SHEAR WALL CALLOUT, SEE ROOF SHEAR WALL CALLOUT, SEE ROOF SCHEDULE, TYP -- — y _ SCHEDULE, TYP # DATE DESCRIPTION __S / 3 — HDU14, TYP. HDU14, TYP. t< 1st FLOOR ._4 1st FLOOR 1 ii. SHEAR WALL ELEVATION TYPE A �1� SHEAR WALL ELEVATION TYPE A ) CLUBHOUSE SHEAR WALL SCHEDULE REVISIONS MARK NAIL SPACING RIM OR BLKG. CONNECTION TO SILL PLATE BLOCKING @ REMARKS SHEATHING DESCRIPTION NAIL SIZE DBL. TOP PLATE OF SHEAR WALL ATTACHMENT ALL PANEL SHEAR WALL CALLOUT, SEE EDGES JD TDS ROOF SHEAR WALL CALLOUT, SEE EDGES HELD SIMPSON A35 TOE NAILS 1ST FLOOR SCHEDULE, TYP ROOF SCHEDULE, TYP DRAWN BY CHECK BY - - V 7116" PLYWOOD 8d 4" 24" 48" 10d @ 6" O.C. 112" DIA. @ 42"O.C. YES W 7/16" PLYWOOD 8d 3" 18" 32" 10d @ 6" O.C. 1/2" DIA. @ 30" O.C. YES PERMIT SET STATUS V \7 7/16" PLYWOOD (EACH SIDE) 8d 3" 9" 24" 10d @ 6" O.C. 1/2" DIA. @ 15" O.C. YES (2) 2x REQ'D @ VERT SEAMS 03.29.2018 2 -- HDU11, TYP. HTT4, TYP. NOTE:ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE SHEAR WALL IN SCHEDULE ABOVE. DATE 1st FLOOR E r17154 - _S 1st FLOOR I 1 PROJECT NUMBER SHEAR WALL ELEVATION TYPE A � SHEAR WALL ELEVATION TYPE A D� S3-3 . 01 0 2018 OTAK, INC. if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. SHEARWALL PLAN NOTES Otalc 3.4 (3.3� 3.2 3.1 1. SHEATHING MATERIAL SHALL BE AS NOTED IN THE SHEAR WALL SCHEDULE. --_-•effeA -:- 2, ALL FRAMING AND BLOCKING SHALL BE A MINIMUM 2X MATERIAL U.N.O., BLOCKING IF SPECIFIED,SHALL BE PLACED FLAT BETWEEN WALL STUDS,CENTERED AT PANEL JOINTS. Otak Architects, Inc. 1 I I I 3. NAIL PENETRATION INTO WOOD FRAMING MEMBERS SHALL 808 SW Third Avenue,Suite 300 BE 1-5/8"FOR 10d NAILS AND 1-1/2"FOR 8d NAILS. NAIL HEADS Portland,OR 97204 SHEAR WALL CALLOUT, SEE SHALL BE FLUSH WITH THE SURFACE OF SHEATHING. main 503.287,6825 SCHEDULE, TYP 4, NAIL DIAMETERS SHALL BE 0.148"FOR 10d NAILS AND 0.131" www.otak,com FOR 8d NAILS W/YIELD STRENGTHS OF Fy=90 KSI(10d)AND ROOF Fy=100 KSI (8d). + - - - - - - - - - -I---- - 5. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER PLATE. • • Q O- o: € PROVIDE ANCHOR BOLT WITHIN 12"FROM EACH END OF •G t N F `�`��.. 11 , 1H1 ii „ { ' i , , ! , PLATE. c • 0 6, WHERE 10d NAILS ARE SPACED AT 3"OR LESS ON CENTER ac ;+ - �° Building 3 - R1 ` I+ II I! 1 I AND PENETRATE INTO FRAMING MORE THAN 1-5/8" NAILS 'i l - . - ARE TO BE STAGGERED AND FRAMING SHALL BE A MINIMUM Framing, - ' - _ f - - - .. QI OF 3x OR 2-2xv'�`` / I! 111) . if it 7. WHERE THE SHEATHING IS REQUIRED ON BOTH SIDES OF THE WALL, STAGGER THE PANEL JOINTS ON THE WALL'/( G. el*y HDU11 •�y ,, STUDS. `' I 1 1,' I 11 8. PROVIDE A MINIMUM OF(2)2x POSTS AT ENDS OF ALL SHEAR PiR€ 12/31f 19 ' . ' 1.! � '� ' WALLS INDICATED FASTEN SHEATHING TO POSTS USING THE �! , ', (I PANEL EDGE NAILING INDICATED,EDGE NAILS SHALL BE 3-29-2018 1 , Ier �_ v, ";; :I. I LOCATED AT LEAST 3/8"FROM EDGE OF PANEL. . " f :� Foundation STAMP � / � � 9. WHERE INDICATED ON PLANS PROVIDE STRAPS OR HOLD II DOWNS AT ENDS OF WALLS PER DETAILS S8.71 I i 10. SHEAR WALLS SHALL RUN CONTINUOUS THROUGH BREAKS .F7---v-171,:1--LL,_ Ark. \ HDU11 CAUSED BY INTERSECTING WALLS. 11. UNLESS NOTED OTHERWISE,THE SHEAR WALL DESIGNATION DBG PROPERTIES S8.71 APPLIES TO FULL EXTENT OF WALL BETWEEN CORNER OF 1 NORTH - BUILDING 3 TYP THE WALL. LLC S3-4.01 1/8" = 1'-O" 12. NAIL SPACING APPLIES TO ALL STUDS,TOP AND BOTTOM PLATES AND BLOCKING, .....�..._....._.....-..,.. Si, 13. MINIMUM SHEATHING DIMENSION SHALL BE 24"AT I I, <,1 44"'-'1, , BOUNDARIES AND CHANGES IN FRAMING. ' _ Enayat ► ;41111110 @. . ) 3.4 14. ALL PRODUCTS AND MATERIALS USED BY THE CONTRACTOR Schneider �;\:Y SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE dng y;1;,,,, ,, , ,:,, I J MANUFACTURER'S INSTRUCTION. h, �' 15. PLACE SHEATHING ON SAME SIDE OF WALL AS ELEVATION 3141 WALNUT STREET, STE.203A I I SHEAR WALL CALLOUT, SEE I SYMBOL. DENVER, COLORADO 80205 SCHEDULE, TYP I 16. PROVIDE SHEAR WALL SHEATHING AND TYPE 1 NAILING FOR 720.904.1234 www.essdenver.com ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. CONSULTANT ROOF 17. PROVIDE ONE 1/4"x3"x3"MINIMUM GALVANIZED PLATE - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - WASHER(CONFORMING TO THE 2012 NATIONAL DESIGN SPECIFICATION SPECIAL DESIGN PROVISIONS FOR WIND AND I I SEISMIC)UNDER ALL SHEAR WALL ANCHOR BOLTS. PLATE - i i 1 I WASHER SHALL EXTEND TO WITHIN 1/2"OF THE EDGE OF THE iIli ! i ! 11 j BOTTOM PLATE ON THE SIDE WITH SHEAR WALL SHEATHING. , ' , 1 , j ' Ili { { � , , , t II ilii li ! WHERE SHEATHING OCCURS ON BOTH SIDES OF WALL, 1 ' I , ! 111111 1 iI , 11111 I ! { I it f , , : 1 : , 1 111 ! I ! 1 ) iii ! I ! „,L-_ '--- 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 f l i , ' ! 1 ( I i 1 STAGGER PLATE WASHERS, / '' ` III , I I 11 I l iI a - , ll I I S8.71 4 , I 'i TYP 58.71 9 lik ; ; : i , : I : : ; ! ' : ! : - ; , ' : I ' : ; ' ! : : ! ! ; I ' : : ' ' : ; ' ' ;-T-5-: ' 1 ! III i F I' i I i I , 111 fg i � ;I ,, ,1 ,,. !!: SYMBOL LEGEND. SHEARWALL PLAN I, HTT4 OR f I I 1 I i E ! i f114'1 MEM INDICATES SHEAR WALL. STHDI4RJ __ -- TYP i �i I �' / " _ Foundation HI'I ,/�"\ INDICATES SHEAR WALL TYPE AND ELEVATION 1 �}_ f �'ED NUMBER AT INTERIOR SHEAR WALLS. SEE SHEAR WALL ELEVATION SHEET. or) (-2--- SOUTH - BUILDING 3 0 s3-4.01 1/8" = 1'-0" Z Elm -1 J - (-3.„!). 13.E 3.D 3.0 .B 3.A L1.1 M cci I- ci) I I I IX z I I ICC 0 it - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - ROOF ', CL Q I I I, [ I , SHEAR WALL CALLOUT, SEE 'It p „,,' _,1� _�� 1..N ,�, zm„r�., - I SCHEDULE,/! ' TYP �/ i , i 1 t_ , ! ; 1 1 I ! ' Iil { II i { ii ' i = LL W 'i II , i III - i it liwi ft , 11 : II { ;; , , , , ' II ; ; ; . ! , 11 , ! 1 ' 1 CC- ,, ,,, l - i 1I . IiI ;. , i ' ! ! 1111 i ' I , I ! : 111 ;: `1 ' ! i 111 ! il I! i -� -• 1 C3 w N W I1I , I , { t ! i ' t I { II , I i { } iIII ,I I I f l , i+ , IIE : Iii i 1I ! i . i I I, i ll , ; i I i I i E : I ` J I i { i i I Ii rill,„j\ it ', { 1 �T �/ �h17: I Le 111I� 1 � l \ / � I � � Ik a , i {, I 1 I � , V1_ i s, W / .dS� Foundatioo At.„,,L r Imo_ I ti F- 9 P HTT4 OR ,�S8.71 TITLE 3 EAST - BUILDING 3 STDHD14RJ, / ' # DATE DESCRIPTION S3-4.01 1/8" = 1-0" 4,/k'''''\ 3.B 3.0 ciD 3._.,/E I I I SHEAR WALL CALLOUT, SEE I SCHEDULE,TYP I - ROOF - -'��I`"W♦ 7T\ 7 �'�'�� r 1 .�,.__-' � ,„,1- I I I-1-1-111-1-17r11 7 V-�P'� /;,//y; - i� F ♦ -\ 1-�TFir__I _ I��- I CLUBHOUSE SHEAR WALL SCHEDULE REVISIONS I 171-77 11 ; I , + ; 1 , 1 , , 1 ` , ! i 1 , 7H ; 1 i ! ; I IH 1 1111 , ' I ' ._:_,117-171:1-1h � i1 ! , 1111 , 1WiL1 ?; 1 ' • - III I I I ' ; --if I i j ; I , ' I , i I , I + ! MARK NAIL SPACING RIM OR BLKG.CONNECTION TO SILL PLATE BLOCKING @ REMARKS I i I I / i) I i I i i I I , I I i ! - ills II '1 + I! i' i' ,H ., _ ' i y- [ : ; ! ; ' I I { I 1 E j ; ' , 1! II 1 DBL.TOP PLATE OF SHEAR WALL ATTACHMENT ALL PANEL { ) [1 i , { ; , , { I i 1 f , ( i I{ SHEATHING DESCRIPTION NAIL SIZE I " If ; f ilI ! i , , 1 EDGES FIELD SIMPSON A35 TOE NAILS 1ST FLOOR EDGES JD IDS I I i 1 , IiI ! I1 , 1i i ,i ,! - - 1 � i I II 1 i1 W 7/16"PLYWOOD 8d 4" 24" 48" 10d @ 6"O.C. 1/2"DIA, @ 42"O.C. YES DRAWN BY CHECK BY I I! 7 ' �,�� " I � � '' �: I i �i . , � � - 7/16"PLYWOOD 8d 3" 18" 32" 10d @ 6"O.C. 1/2"DIA. @ 30"O.C. YES PERMIT SET , i i' i : , �� / I 3 7/16"PLYWOOD(EACH SIDE) (2)2x REQ'D@ VERT STATUS 1' al ii 8d 3" 9" 24" 10d @ 6"O.C. 1/2"DIA. @ 15"O.C. YES II , {I v I{ � I! I �,, ,� %, �� I � -, ; I � 1 { 03,29.2018 ! ;1.., �! -r. _ I, l; I NOTE:ALL SHEAR WALLS SHALL BE SHEATHED AND NAILED PER TYPE SHEAR WALL IN SCHEDULE ABOVE. DATE i I 1 111 4� - i _ - I, 1 I V {II , \ _.-,- = , ' , : ! , , ' 771 , 1;,_ 1 i !�, %/ /�' . / I Foundation 17154 - - - / PROJECT NUMBER HTT4 OR / Ali 9 STHD14RJ, S8.71 58,71 s 3_4 TYP ■ 0 I TYP 02018 OTAK,INC. (-2-1: WEST- BUILDING 3 If this drawing is not 24"x 36",it has been 53-4.01 1/8" = 1'-0" reduced/enlarged.Scale accordingly. MAILBOX BEAM SCHEDULE Otak SYM I SIZE I POST COMMENTS IMB1 IHSS6X4X1/4 I OtaTAfe*.'rchitects, Inc. 9 /---- 808 SW Third Avenue, Suite 300 S7-2.01 MAILBOX JOIST SCHEDULE Portland,OR 97204 main 503.287.6825 0 /4' SYM SIZE J1 2x12 DF#2 MCOMMENTS www.otak.com i N. - 4411,1*44 '444,C39 PRoi -‘4, Aft . 18"DIA x 3-0"PIER W/(6)# 20'-0" 5 VERTICAL AND#3 TIES @ 8 4 ' N 0.-• -• s S7-2.01 irk 12"0.C. ‘S7-2.01 * liNo. 4a .....6. TYP. DOUBLE JOIS lIPP 1117 i SUR/L210 HANGER,TYPICAL/ r'' --1 A 4° G. Ell' 0 5"SLAB W/#3 @ 16" ' ,, efr - 4' /,: 'QIN < i EXPIRES: I 2/31/ n , > iI 5"SLAB-ON-GRADE W/#3 @ < 411011k 3-29-2018 / O.C.EACH WAY 0 /, 411441 4 / / / / f , 4"STD PIPE,TYP. ' S7-2.01 > 1 16"E.W. PREPARE > I SUBGRADE PER THE SOILS > 1 REPORT < b .-- STAMP A - < /44.... 0 J ' IIIII 4*.W vo <96 S 4(‘-iLos DBG PROPERTIES 7-2.01i 7 . DOUBLE JOIST . _. f -, '• 40,-:,,,,,. / Enayat r10-,2 Sdmeider -'', Smith y 1 4.;': 3 TRASH ENCLOSURE FOUNDATION PLAN LUS210 HANGER,TYP S7-2.01 1/8" = 1 3141 WALNUT STREET, STE.203A DENVER,COLORADO 80205 720.904.1234 www.essdenver.com CONSULTANT r 1 MAILBOX FOUNDATION PLAN 2 MAILBOX FRAMING PLAN 2., 1/8" = 1-0" -2.01 1/8" = 1-0" --i-\,--- 1/2"EXP. JOINT -/--"---jar GUARDRAIL BY OTHERS 77r SITE PAVING, SEE CIVIL 6". 2'-6"VERIFY W/LANDSCAPING 6". . NOTE: I NOTE:GALVANIZE OR -7/\17-. : I : --'-'•-•'.1'-1- -• MIN. MASONRY COMPRESSIVE OTHERWISE PROTECT --.‘ ' <--/- A ALL EXPOSED STEEL. '-'1 \ \\ \>/' STRENGTH=2,000psi r -- . ". SOLID GROUTED 8"CMU ....miati / MIN. MORTAR COMPRESSIVE 4 •- - W/#4 @ 24"O.C.VERTICAL , . ,4-,, >--<- 7- .4 /\ STRENGTH= 1,900psi @ 28 DAYS a * > -!- * BOND BEAM T&B OF 1 \, ' - PIPE COLUMN, SEE PLAN MINI. GROUT COMP. STRENGTH= (3)#3 TIES©3"O.C. > >c X..,...-------- WALL W/(2)#4 CONT. K. BOND BEAM W/(2)#5 T&B 1 #5© 8"O.C. 3,000psi @ 28 DAYS > I SLOPE TO DRAIN A / ' * - c? - - TYP. AND @ 4'-O"O.C. 2"CLR. > > EXTERIOR PAVING, SEE ARCH 4 > > li-1: \/\\\ '\ i \ 1/2"EXPANSION MATERIAL SLAB, SEE PLAN - > ‘\ - > =‘,( ' . -,- - ; X - - _' ' ,)(. , .` '-'.,'' '),'' - \\/ 1/2"DIA.x16"STAINLESS STEEL 2 .:- -•' 4;:e-ipag ,' 1/2"EXPANSION MATERIAL > "v,...._\....... b :4 ."-- - • 7'_ 7 > \ \ < < \ ALL-THREAD W/3"EPDXY EMBED IN CMU(SIMPSON AT-XP), TYP. EA END, EA. SIDE ) K „ 8"CMU GROUTED SOLID (fm=2000 psi) > CONTINUOUS @ 4"0.C. Cn > a. Imem ___2_i\i-/ EA.WAY > > - --; / / 6 / > '' --../- ---.. 7.; • — -• r Z ,\ ...A. . 0 :- .:.4 1 /\\ . \ x \ CAST IN PLACE 4"CONC. SPLASH > eiblea ,,, , . • , PAD W/6x6-W2.1xW2.1 WWF, SEE A [;i. , .„ . , ..., -, • . >-- - '' \ ,/ v MI , • . ,. :,, s, e,, \ x „,; i --/, --3 -g --..., - , 41 ',-,-, : 7- CIVIL FOR SIZE&LOCATION - " /Pit <' ' - - :,- - - '- • :,.-6 -. • • 0*\\i'vr\ \\ _ - • , - . • •.; /.-- N,N„ Ei.) / Atea&.re' I Z 32:_:-LA ' ' 1 - 1/2"DIA.x 3"HAS @ 12" / \ x , 1 > 6"CMU GROUTED SOLID 4 #5 DOWEL x in 4,---' A , _ — - _ s... : . .,. ,... ., .- ... 5 -- - 0.C.,STAGGERED, EA. ( x < a. .----I - „. " .s3 -•••4 / > WI#4 @ 32"0.C.,TYP. M @ 8"O.C. --___ ___puir „ 11...." CO Lu FACE OF COLUMN • 8" -- -- -- . - T. ' - .' . . -. _ -- , (3)#4 CONTINUOUS W —J '-:-.--.). b II I #4 @ 2'-O"O.C. Y- 6 .. . -, A . •', • ' ., : ' . 2 •- , 6 .4 - -.... I I • . ' ". 1/4"CAP PL rs v ' - v 6" -< i'v O r ,_ >C_ 0 I < g " - H 1 1 '. 7 4;i1g.1 . Y , - •. - - — #4 DOWEL TO MATCH WALL Cl. LLJ • • • - L-,--t ,4' ' ... „ „ REINFORCEMENT W/STD. 0 .• -.- - 4 HOOK ALTERNATE HOOK < 0 b .---- :- '.' . . • SEE PLAN FOR to - - . . . - . - . _ 1 • , _ -_, , „_ , -% 2'-6' DIRECTION LI-I 6 REINFORCING -. y- -‘w 1.- i= Y CO ce Lt.- CI Lu ten SEE PLAN #4 @ 24"O.C. 4"HOOK,'TYP. 4'-0" __ (5)#4 CONT. ,... - N (5)#4 CONT. UJ ..... D w W r 4-- MAILBOX FOUNDATAION 5 LIDIA PLANTER (6-) SITE RETAINING WALL 7 TRASH ENCLOSURE DETAIL LL,,,, 7:2.V 1" = 1-0" S7-2.01 1" = 1-0" ..,...7101 3/4" = 1-0" 57-2.01 1" = 1-0" 10- (I) LLJ u) Ix LLI mc D < I- 0) 0 I— ::ItZ7 Cf) NOTE: TITLE FRAMING ABOVE NOT HSS BEAM BEYOND, SEE PLAN SHOWN FOR CLARITY # DATE DESCRIPTION ROOF SHEATHING, SEE PLAN / MITER WELD \TYP. 1/4> TYPICAL ROOF EDGE NAILING , CORNERS, SEE PLAN A V 1 A 7-- HSS BEAM, SEE PLAN 10d NAILS I II ' A35 @ 24"O.C. 4, 1 J REVISIONS - - L4x4x1/4 @ 4'-6"O.C. MAX. SLAB REINF, SEE PLAN I I FOR WOOD SCREEN :, :?: 1/4 irr .....4,v_ CONNECTION ANGLE BEAM, 2x BLOCKING B/W ,-''------- _112.il SECTION A-A SEE PLAN EXTERIOR PAVING,SEE CIVIL SLOPE, SEE ARCH. z 5 o. Author DRAWN BY Checker CHECK BY JOISTS B V I \ B i.c Tcrj\t/ Lu PERMIT SET 1111i H2.5A BOTH SIDES Lu I T.O. SLAB 4-- vi) STATUS OF EA. JOIST r - - . • -., , . 4 • . •s . • <, • , . • . 4•1 - •• - 4 . '. ' ''- ' ' • *'''•' '-••• . - ' SEE ARCW-IF \‘ 1) 03.29.2018 . - - • 10d TOENAIL CAP PL1/2"x5"x5" 77,7771/\A". WOOD SIDING, to I @ 6"0.C. HSS BEAM, SEE ARCH. IY 1/4/ I W -/// -// -// i. -;,. ‘_•:i- -', / ,\,./ DATE Z*) - PIPE COLUMN, ,r 17154 3x PLATE W/0.157"DIA. SEE PLAN PL3/8"x4 1/2"x4 1/2" --7 le / //" \8'1/\ PROJECT NUMBER STAGGERED A'TTACHMENT L @ ANGLE (2)#4 CONTINUOUS t I.YvF; \ / /,„ — PIPE COL., . \ \\,,,,,,,\\/\ s7-2 . 01 SEE PLAN SECTION B- /B (---8-- DETAIL 9 MAILBOX COLUMN/ BEAM CONNECTION 10 EDGE OF TURNDOWN SLAB 02018 OTAK,INC. 7- 10y 1" = 1-0" S7-2.0y 1" = 1-0" S7-2.0y 1" = 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. VERTICAL -- REINF. LS TYP. Ot ak NOTES OR TIES -• 1.TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS I AND NORMAL WEIGHT CONCRETE. LENGTHS ARE IN INCHES. • , C TENSION DEVELOPMENT AND LAP SPLICE LENGTH FOR UNCOATED BARS D `Q • - "^1 ` - ' ° •• . • ` •' - .,malierilifill L. °Q` _ 'b_ : 1 - '' 1 • - . 2.CASES 1 AND 2,WHICH DEPEND ON THE TYPE OF STRUCTURAL a �' Otak ArchitectsInc. Lengths(In.)per Concrete Streng`h(psi) :< ELEMENT, CONCRETE COVER,AND THE CENTER-TO-CENTER SPACING Y = r. d ° ° ' ' ^ °d. ' � - ' 3000 psi 4000 si 5000 psia• ' -� (�j:,"' ° , ♦. ' .. ' . :• • ,' OF THE BARS,ARE DEFINED AS: ,,4; • ,_ ° • 808 SW Third Avenue,Suite 300 Bar Lap Top Bars Other Bars Top Bars Other Bars Top Bars f Other Bars c.....„ aw Portland, OR 97'204 Size Class Case 11 Case 2 Case 1 Case 2 Case 1 Case 2 Case 11Case 2 Case 1 Case 21 Case 1 Case 2 BEAMS OR COLUMNS: N -4 �=� main 503.287.6825 #3 A 22 32 17 25 19 28 1 15 22 17 25 13 19 CASE 1: COVER AT LEAST 1.0db AND C-C SPACING AT LEAST 1.Odb - _ q'- a DOWELS TO MATCH SIZE 4 DOWELS TO MATCH SIZE www.otak.com B 28 42 22 32 24 36 19 28 22 33 17 25 IF STIRRUPS OR TIES ARE PROVIDED THROUGHOUT LENGTH OF v I • '-- AND SPACING OF HORIZ. a -; > AND SPACING OF HORIZ. FACE OF WALL/COLUMN SPLICE NOT LESS THAN THE CODE MINIMUM SPACING, OR COVER AT ` REINF., SEE SCHED. REINF., SEE SCHED. r #4 A 29 43 22 33 25 37 19 29 22 33 17 26 r - _. Q:°° ' , ` OR GRADE BEAM * I4 B 37 56 29 43 32 48 25 37 29 43 22 33 LEAST 1.Odb AND C-C SPACING AT LEAST 2.Odb IF STIRRUPS OR TIES j .5 db=DIAMETER OF BAR FOR LAP SPLICE d r� i • FOR LAP SPLICEtip PROF A 36 54 28 41 31 47 24 36 28 42 22 32 ARE NOT PROVIDED. $ i \ p' ' =: J ° '_ , 42 +0 G 1 N E ti��, #5 CASE 2:COVER LESS THAN 1.0db OR C-C SPACING LESS THAN 2.0db :- _ VERTICAL REINF. ; ; VERTICAL REINF. 1/2"BACKER ROD&CAULK �'` B 47 70 36 54 40 60 I 31 47 36 54 28 42 ORT{ES - ac ,+ 't' - A 43 64 33 50 37 56 29 43 33 50 26 38 50% 4dh :1 , " OR TIES #63. USE CLASS A WHERE OR LESS OF THE BARS ARE SPLICED No. 3 THROUGH No. 8 - : - '� °e . ♦ • -.. ° : �••, :: .,may B 56 84 43 64 48 72 37 56 43 65 33 501 WITHIN THE GIVEN SPLICE LENGTH. USE CLASS"B"WHERE OVER 50% 4db 5d1�.. No.9 No. 10 AND No. 11 ` •dS - .� = •� - -�• ' �-`+°� --��° �'- • ` - •�•4• • ."�`• - � � � - A 63 94 48 72 54 81 42 63 49 73 37 56 OF THE BARS ARE SPLICED AT ONE LOCATION. 2112'MIN. - MIN. (2)VERT. ;. a... •' - : 4 ""�'rr,, #7 B 81 122 63 94 70 106 54 81 63 94 49 73 6db ...._. \-.:-..... ._- BARS AT END d ° i . 4.ACI318 DOES NOT ALLOW TENSION LAP SPLICES OF#11 TO#18 -` i = No. 14 AND No. 18 a : - : _ .' A 72 107 55 82 62 93 48 71 55 83 43 64 -.T.' •: •4' . /, C. era ` #8 B 93 139 72 107 80 121 62 93 72 108 55 83 BARS. THE TABULATED VALUES FOR THOSE BAR SIZES ARE THE - ' ;.:4;-- CONCRETE SLAB(SEE TENSION DEVELOPMENT LENGTHS. _ 4 ~ PLAN REINF.)FOR R SIZE& � € 121 I� #9 A 81 121 62 93 70 105 54 81 63 94 48 72 O Q = �._'- B 105 157 81 121 91 136 70 105 81 122 63 94 5.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12"OF • .. 1/2"EXPANSION A 91 136 70 105 79 118 61 91 70 105 54 81 ' a �" 3-29-2018 #10 CONCRETE CAST BELOW THE BARS. �� ° - - . ` •0 • t- . JOINT MATERIAL B 118 177 91 136 102 153 79 118 91 137 70 105 PLAN VIEW ` ° ' STAMP #11 A 101 151 78 116 87 131 67 101 78 117 60 90 6. FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE D=FINISHED INSIDE 2'-O" B 131 196 101 151 113 170 87 131 101 152 78 117 TABULATED VALUES BY 1.3. r` BEND DIAMETER #4 HAIRPIN x I #14 N/A 125 187 96 144 108 157 ( 83 125 97 145 ( 75 112 r D=6db FOR#3 THRU#8 SPACED TO _ \ #18 N/A 1611 241 1 124 186 139 209 ( 107 161 125 187 96 144 7 LS-CASE 1, CLASS B,OTHER BAR D= 180d db FOR#14&#18#11 REINF.MATC WALL t DBG PROPERTIES LLC 1 BAR LAP SCHEDULE (--2--) BAR BENDING DETAIL 3 TYPICAL WALL OR GRADE BEAM INTERSECTION � 4 l EXPANSION JOINT DETAIL v ,> 58.51 ) NOT TO SCALE s$.5\ NOT TO SCALE 58.51 NOT TO SCALE s$.51 NOT TO SCALE t= ►j�� r Enayat ► : Schneider - Smith ,l •,_ - 3141 WALNUT STREET,STE.203A INTERIOR STUD WALL, DENVER, COLORADO 80205 SEE PLAN 720.904.1234 www.essdenver.com ANCHOR BOLTS, PER CONSULTANT M 2 1/4"MIN. NOTE: 0 m- SAWCUT / THIS DETAIL IS TYPICAL FOR ALL RE- AS SHEATHING LAN H:- _I ENTRANT CORNERS CAST IN PLACE STORE FRONT, AS REQ'D, SEE PLAN P.T.2x CONCRETE SLABS, BEAMS, DECKING SEE ARCH. - ° ,. N4-' ' TOPPING AND WALLS.THIS DETAIL ALSO #4 Z-BARS @ 18"O.C. • _" � °; .'a• . 3 #4 CONT. °; f APPLIES AT ALL RE-ENTRANT CORNERS AT #4 TOP, BOT O ALTERNATE TOP&BOT. HOOK E 1 - ,d - _ t g CONSTRUCTION JOINTS. .._......i\/ AND AT 12" • SAW CUCTION ..- . , •- 4.-:. ;, - • . - #5x4'-0"E.A. FACE #4 @ 1$"ALTERNATE SAW CUT CONTRUCTION JOISTCUT, SEE 5/SONTR8.51 - SITE PAVING, SEE CIVIL HOOKS JOIST,SEE 5/S8.51 \ CONC. SLAB-ON-GRADE, CONC. SLAB-ON-GRADE, CONCRETE SLAB, SEE PLAN ('T'=SLAB THICKNESS) FOR SIZE&REINFORCEMENT /: t . #5 CONT. EACH SIDE OF SEE PLAN SEE PLAN CORNER E.A. FACE SAWED CONTROL JOINT (CJ) A : . ; _ -r ° • - _ ; •" A - • u 4 , ♦�° "� Ij y � J°- "`tea! ' V / // CONCRETE SLAB, SEE PLAN 1/2"0 SMOOTH BAR x 2'-0" ¢, . - -. •14/ I "'\://\\/X, //\/ X `' .. y-/\%/\ FOR SIZE& REINFORCEMENTio , / /X • :• - -, /\//\\\ A W/ONE END GREASED //i/ 3"CLR n• ' , ,`.n. . -.•. z A T �z 3"CLR 4 ;: \\/� 4Z 3'-0"TYPICAL -." • g \�//\� _ t. .f.. ..:'-. --.\4 0 a - •••. e. . -'°•_ . Cn u �„ % • ', a• - -• ,fie• _ w ,l, ' w ��-^ii.'• LLI f- M w r.• 112 "I.': 4^ M w ••d , ` _../ to t 1— \ - REINF., SEE PLAN 1'_6„ REINF., SEE PLAN / 18"TYP. •,• O _ SEE PLAN SEE PLAN W 03 MM CONSTRUCTION JOINT (CJ) / ,_„) PLAN VIEW U7 5 SLAB-ON-GRADE JOINTS 6 TYPICAL RE-ENTRANT CORNER REINFORCEMENT 1 7 1 CLUBHOUSE FOUNDATION DETAIL (----f3 ' DETAIL AT INTERIOR WALL QQ 68.51 NOT TO SCALE \s�51 NOT TO SCALE /\s$.51 / 1" -- 1 -0 .,,!.8.5_-1 —s8.51// 1 = 1 -0 \ , U) ct ItCD Lu co 0 J N � O W a \. CL COLUMN AND ILL, = 0 Q " ( FOOTING } 0 C} EXTERIOR STUD WALL, ARCHITECTURALLY INTERIOR STUD WALL, W ua (Y SEE PLAN I EXPOSED STRUCTURAL SHEARWALL SHEATHING SEE PLAN WRAP COLUMN WITH 15# — AS REQ'D, SEE PLAN MATCH WALL = CD Q EXTERIOR SHEATHING, FELT STEEL COLUMN, SEE PLAN CTS SEE SHEAR WALL PLAN ANCHOR BOLTS, PER 1 �, THICKNESS (1)#4 CONT.TOP&BOT. I,, PLAN SHEAR WALL 2x4 FLAT BLKG AT #4 @24 DRILL AND ANCHOR r,,,,, a= LL P.T.2x DIA. HEAPL 1/2 x DED ANCHOR 3/4 I I I 3/16/ SHEATHING - PANEL JOINTS WITH MIN EMBED)ON AT-XP(4" P.T. 2x CHAMFER CORNER,TYPROQS(7"EMBED.) • EXTERIOR SLAB, SEE CIVIL 2x TREATED PL ,. 1 WATERSTOP, SEE ARCH AND SPECS. TITLE IANCHOR BOLTS CONTROL JOINT AROUNT 1 ANCHOR BOLT, PER PLAN #4 TOP, BOT.AND @ 12" EXTERIOR COLUMS, SEE ( ( SHEAR WALL PER PLAN #4 Z-BARS @ 18"O.C. # DATE DESCRIPTION #4 @ 18"ALTERNATE HOOKS CIVIL DRAWINGS I EDGE NAILING ALTERNATE TOP&BOT. HOOK 1/2"EXP JOINT (3)#4 CONT. /�" ON-SHRINK GROUT SAW CUT CONTRUCTION 1/2"EXP.JOINT,TYP. I I EXTERIOR CONC SLAB, SEE PLAN SAW CUT CONTRUCTION JOIST, SEE 5/S8.51 U �` `:-, d ; .4 \ : -. • d:� GRADE FOR REINF&ELEVATION JOIST, SEE 5158.51 �_ cr '� CONC. SLAB-ON-GRADE, SAW CUT CONTRUCTION • I r.. 4:. - _ I i` .-- /// u► U °�.. w /� JOIST, SEE 5/S8.51 • a _ . ' — 4 w SEE PLAN SITE PAVING, SEE CIVIL = M ° A Q ; - A ' . CONC. SLAB-ON-GRADE, c° z '"..--p:rd �_ ° . a �- SEE SEE PLAN ♦ 8 CLR _ • ° �_" 4, I - A -� ♦ 5 ° 7,1 � PLAN � -"'�° - 4 , � ,. . I - • . . � - `.� _ -. •• • .? 1 --41- '••=-' .� - :4'2, 4° a '_• "::,:,..2: ' . ° . .° •, 4 "`Q .r W 2 A c,° •; ;1,, //\/ ' °"v,� • of• a n /\/ �.. 4 to .'4 • . #4 T&B AND AT io )- / \� • _ .-9.-'1' 4^ I ',4 .`.. q,; 12"O.C. r 13'C R�' : :": ♦ ',4'' ,-a- \r\\ Z A REVISIONS ;:. : /\ \ fil A Ni Luw \/\ 4." A 4 r V ih -,:: ,.\_.._ REINF,SEE PLAN /\�, - ! /,�1` 4.v w "CLR :. : - ' Y Z t M SEE PLAN ° V !:T - 0 ecker • T . . /r SEE PLAN FOR REINF. H — REINF., SEE PLAN A V/ N - SEE PLAN � STATUS REINF., SEE PLAN 2" 10" 2" 6" .er SEE PLAN i �.— 03.29.2018 DATE SEE PLAN 1'-2" - -I - S PROJECT NUMBER 9 CLUBHOUSE FOUNDATION DETAIL (10/ DETAIL 11 DETAIL (12 DETAIL ,8.51 1" = 1'-0" s8.5) 1" = 1-0" s$.51 1" = 1'-0" 58.51 1" = 1'-0" S8 . 51 02018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. A LAM WITH: SQUASH BLKG. HEADER TO MATCH cl v , Otak TRIMMERS ATTACH PLYS WI 10d AT BUILT UP COLUMN 4 OR MORE 2X4 AND 2x6: 1/2"0 THRU ROOF JOIST/FLOOR 12"O.C. STAGGERED OR POST, SEE N. • BOLT AT 8"O.C. (ALT. SIMP SDW22). PLAN JOISTS NOT SHOWN 3-2X6:TWO ROWS OF 30d COMMON WIRE FOR CLARITY \ 2x PLATE,SEE NOTE: FOR LAP PROVIDE 10d NAILS -- TWO ROWS OF 10d NAILS AT 8"O.C.APPLY ONE ROW TO E.A. Otak Architects, Inc. re TRUSS BOT. CHORD --\ SIMP DTC AT 2x WALL STUDS, NAILS Lql NAILS EACH FACE(ALT. SIMP SDW22). III ATTACH HEADER ASPTL1I2C"EOL.CO.CAATTINOONNS-, Z-0"O.C. MAX SEE PLAN w\s ROW ON EACH SIDE OF (-- 808 SW Third Avenue,Suite 300 - 0 < PLYS PER IBC Lu uj / (2) 16d FASTENING SCHED. TYP., U.N.O. TOP PLATE JOINT. 2-2X6:TWO ROWS OF 10d COMMON WIRE Portland,OR 97204 OVERLAP TOP PLATES SIMP A35 EA. NAILS AT 6"O.C. main 503.287.6825 1-.. -1---- I > LRLSCE2TRINOENRSS& SIDE OF POST- www.otak.com a.w i AINTTAE TOP AND BOT 3-2X4:ONE ROW OF 30d COMMON WIRE C, ;-i-nc c.) cr) I I/ 1 4.-0"JOINT STAGGER 4'-0"JOINT STAGGER ' • • • • NAILS AT 8"0.C. STAGGERED,APPLY(I) " _. LI•1 0 1 I I I -_T I 1 ,, ..-... .... ROW TO EA. FACE(ALT. SIMP SDW22). IAD PRO',42-41 (3) 10d MIN i 6 ui 1 --\\ _._ TREATED ''\V ATTACH MULTI-PLY lc-—-, 0 1 N e 4. cc>'1( + 0 + ± + .......- 1 1 Y _ PLATE,TYP. 2-2X4:ONE ROW OF 10d COMMON WIRE c4 NI• 0 I STUDS PER IBC .1., _ > NAILS AT 6"O.C. STAGGERED. re(7) FASTENING SCHED. III 11 Hill 11 1 11-I 4. a. < I WOOD STUD swills LU 0 ° + + ____"7"----------._ PARTITION WALL 6 7., __Y__ . + + ---1--- MIN(3) 10d AT EACH PLY TOP BOTTOM . ) (NON-BEARING) 1 ILI / *- "414 .--'--....- ---1 OF HEADER PLATE PLATE 0 I JOINT JOINT HEADER, SEE PLAN 1___ -0> i' ----i-- KING STUD., SEE PLAN FOR , ,'-, '.:, .-i.1 ' .: ;..,:, .. , , ‘..,:; .,-- ' 140 G. Et° cc illi.,--- QUANTITY.TYP. a. DOUBLE UP TRIMMER (2) 16d INTO '-4:- -: :' •f - 'si.--:.--1' .': '. -.: - --°" ' STUDS AT JAMBS OF \--1--- -9\ " ----- WOOD STUD WALL,SEE ALT: INSTALL BOTTOM OF I EXPIRES: 12/31/ ri OPENING LARGER THAN I SCHED. CS16x24 CENTERED EA. 3-29-2018 STUD , _ . 6-0"AT BEARING WALLS ON JOINT '-- ' U.N.O. ON PLAN. STAMP NUMBER OF TRIMMER&KING STUDS CONC. BASE - CALLED OUT IN HEADER SCHED. r'l-- TYPICAL HEADER DETAIL (2 TOP PLATE JOINT DETAIL 3--- TYP. NON-BEARING WALL AT PERP. TRUSS (74- TYPICAL BUILT-UP COLUMN/POST _ .1--,--v-11-1 :1---Li, DBG N-f3.6,y NOT TO SCALE S8.61 NOT TO SCALE _t3.61) 1" = 1 I-0" .8.61) NOT TO SCALE PROPERTIES ROOF EDGE NAILING LLC BLOCKING BETWEEN TRUSS A35 @ 2'-0"UNO IN SHEAR BLOCKING BETWEEN OUTRIGGERS ROOF EDGE NAILING i :• SCHEDULE , ROOF SHEATHING, SEE PLAN ROOF EDGE NAILING PRE-ENGINEERED WOOD ROOF SHEATHING, SEE PLAN ROOF TRUSS TOP EXTENSION 12 OUTRIGGER, SEE PLAN ROOF EDGE NAILING \S\ 5DENVER, EC 7C:01D:80; , ROOF EDGE NAILING 12 10d TOENAIL @ 6" 0.177"PAF AT 6"O.C. SEE ARCH I (4) 10d TOENAIL FROM TRUSS Schneider SEE ARCH ROOF SHEATHING, )75u3xte TO TOP PLATE U *.,,,tuf,, ,,. .t. e,..m,„ A35 @ UNO IN SHEAR SEE PLAN -- ''cil;; 2x FASCIA W/(3)10d (4) 10d TOENAIL OUTRIGGER 3141 WALNUT STREET, STE.203A 2x FASCIA W/(3)10d SCHEDULE SEE ARCH TO TOP PLATE ....„ ...., ROOF EDGE NAILING ---\ - t----..g.4-40,- 11111".'' t \/ 720.904.1234 www.essdenver.corn --:-.•,z-,,,,„„,___„‘„.. ,...„..4. -- _ CONSULTANT BLOCKING BETWEEN ) . .?1,04011N‘ e e .? ? TRUSSES ,--41_14„ .h. irlelill e ....or...._ ...__ : 1„,. ..1..„0„ JB210A TOP FLANGE HANGER No--ow- AT 2x10 OUTRIGGERS I .--'"---- -.- _ ,. , _STE/LSTsEEEEL ARcH A35 @ 21-0"UNO IN SHIM PLATE 1 1 OUTRIGGERS, SEE PLAN SHEAR SCHEDULE (2)2x TOP PLATE \441111 (4) 10D TOENAILS P.T. 2x PLATE.ATTACH TO =It.j I Iliblh. 10d TOENAIL @ 6"0.C. H2.5A, EACH \ OUTRIGGER HEADER,SEE PLAN '111111k11111111111611 STEEL BEAM WITH 0.157" X- ROOF TRUSS BY OTHERS (2)2x TOP PLATE - ... ...... HEADER, SEE PLAN H3 EACH TRUSS H2.5A EACH TRUSS LLI EXTERIOR SHEATHING, SEE INSULATION, SEE ARCH STOREFRONT, SEE ARCH HSS BEAM, SEE PLAN SHEAR WALL PLANS CO ROOF TRUSS BY OTHERS 10d TOENAIL @ 6"O.C. (2)2x TOP PLATE H2.5A EACH TRUSS SHEAR WALL EDGE NAILING 0 (4) 10d TOENAIL _ EXTERIOR SHEATHING, SEE 2x EXTERIOR STUDS, = --1\r- SHEAR WALL PLANS SEE SCHED. Ca INSULATION, SEE ARCH r-5- DETAIL AT EAVE AT HIGH END (-6.-- DETAIL AT EAVE 7 DETAIL AT RAKE 1" = I-0" .!y 1" = 11-0" s8.6i 1" = 11-0" ROOF SHEATHING, SEE PLAN —1 DIAPHRAGM STRAP, BLOCKING BETWEEN OUTRIGGERS ROOF EDGE NAILING CO 0 lm' ROOF EDGE NAILING SEE PLAN ROOF EDGE NAILING 1 E TRUSS BLOCKING ROOF SHEATHING, SEE PLAN BLOCKING BETWEEN TRUSSES M (/) (2) PLY TRUSS BETWEEN TRUSSES ROOF EDGE NAILING A35 @ 2'-O"O.C. U.N.O.IN SHEAR —I BLOCKING BETWEEN A35 @ 2'-0"O.C. 12 10d TOENAIL @ 6"O.C. SCHEDULE - LLI A35 @ 2'-0"O.C. . ,,, :....-. 4.1..=-•. (t-. ..„.*:).-A•cf.t.ft)--- __ .....-- TRUSSES U.N.O.IN SHEAR OUTRIGGER, SEE PLAN 10d TOENAIL @ 6'O.C. _ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,, _ - U.N.O.IN SHEA___,..l.,„ SCHEDULE i I SEE ARCH ROOF EDGE NAILING M I— SCHEDULE ROOF SHEATHING, _ SEE PLAN 2x FASCIA W/(3) 10d (4) 10d TOENAIL FROM / OUTRIGGER TO TOP PLATE L PRE-ENGINEERED ROOF \ TRUSS TOP CHORD _._ „___ ------ ___--------- I-- LU 0 SEE PLAN -..,40,- Ce„......-wet ----__ 12 IIIIIIIIII‘ Sisk OUTRIGGERS,SEE PLAN . , L •._ , H2.5A, EACH OUTRIGGER /X lc \ ) T/sTE0. _\---- JB210A TOP FLANGE HANGER AT 2x10 OUTRIGGERS ,,,,- --",---- .- *it SEE PLAN I :?; 'ira I EL=SEE ARCH'' ' (4) 10d TOENAIL -....4, my H3, EACH TRUSS --- HSS BEAM,SEE PLAN . ••• -......... -, , — . - C3- < 0 C/) cp gm u_ 0 TO STEEL BEAM WITH H2.5A EACH TRUSS , 0.157"PAF AT 6"0.C.NILLI z (2)2x TOP PLATE No-- _ \ HEADER,SEE PLAN - SHEAR WALLSHEATHING GIRDER TRUSS, D I'AS REaD,SEE PIAN SEE PLAN.ALIGN W/POST Um I 0 EXTERIOR SHEATHING, SEE (2)2x TOP PLATE •• N ROOF TRUSS BY SHEAR WALL PLANS INSULATION,SEE CS H2.5A EACH TRUSS ._ LTP5 @ 2'-0"(TOP PLATE TO ARCH W Cn Ct 0 H2.5A EACH TRUSS HEADER)WHEN HEADER IS OTHERS = 5? 6 0 SHIM PLATE AS REQD LOCAED DIRECTLY BELOW ROOF TRUSS BY POST, SEE PLAN --I TOP PLATE.TYP, UNO SHIM PLATE AS REQ'D OTHERS ____N_____ Ilimmi 1:-- 1---- Li- 10d TOENAIL @ 6"O.C. ____ \/-- 10d TOENAIL @ 6"0.C. EXTERIOR WALL, SEE PLAN (2)2x TOP PLATE HEADER, SEE PLAN DROPPED BEAM, INTERIOR STUD WALL, PACK OUT CAP AS REQ'D TITLE 8 DETAIL AT GLULAM DROPPED BEAM SEE PLAN 9 SECTION AT INTERIOR LOAD BEARING WALL SEE PLAN (-1 0 SECTION AT ROOF 111.- SECTION AT GIRDER TRUSS AND POST S8.61 1 = 1'-0" S8.61 1" = 1' O" S8.61 1" = 1'-0" ' S8.61 1" = 1%0" # DATE DESCRIPTION TRUSS BLOCKING STRAP, SEE PLAN TRUSS TOP CHORD ROOF EDGE NAILING ROOF SHEATHING, SEE PLAN IF EITHER SITUATION HAS A HOLDOWN, EXTENSION SHEAR WALL FIELD WALL STUDS,CENTERED ,.*- -- SEE DETAIL 1/S8.61 FOR FRAMING \ ROOF SHEATHING, SEE PLAN ( NAILING, SEE PLAN AT PERPENDICULAR WALL \X ,/ \ 1\ OUTRIGGERS, SEE PLAN ' ._....i.,..... ....c - WALL STUDS, SEE PLAN I REVISIONS END STUD AT JMD MLB PERPENDICULAR WALL .-,' • <> / DRAWN BY CHECK BY (2)A35 CLIPS FROM TRUSS 16d @ 4"0.C. . BLOCKING TO DROPPED X--1( (2) PLY TRUSS BLOCKING 16d NAILS AT 4"O.C. PERMIT SET BEAM (ONE EACH END) STATUS 10d TOE NAILS @ 6"O.C. 6m.o.-- _,:r"--igg / / _ 03.29.2018 11 P.T.2x PLATE ATTACHE DATE , II TO SEEL BEAM ITH \ BEAM, SEE PLAN CORNER FRAMED W/(2) — —IV 0,177"DIA. PAF ATW6" 17154 - DROPPED BEAM, SEE STUDS&FULL INSULATION T O.C. STAGGERED PLAN CAP PL 1/2"x 7 1/2"x 7 1/2" PROJECT NUMBER \\\\ SHEAR WALL FIELD .41 - NAILING, SEE PLAN AT CORNER AT PERPENDICULAR WALL 3/16 > 3/16/ S8 . 61 COLUMN, SEE PLAN ©2018 OTAK,INC. 12 DETAIL (---13-- ADVANCED FRAMING AT CORNERS ( 14 \ DETAIL 8.61 = 1" = If this drawing is not 24"x 36",it has been 1" l-0" S!__i._6y 11-0" . 1" = 11-0" reduced/enlarged,Scale accordingly. _ A35 @ 2'-O"O.C., U.N.O. IN BLOCKING BETWEEN TRUSSES ROOF EDGE NAILING ALONG DIAPHRAGM STRAP, SHEAR SCHEDULE TRUSS BLOCKING SEE PLAN 10d TOENAIL @ 6" Otak DIAPHRAGM STRAP,SEE PLAN ROOF SHEATHING, ROOF SHEATHING,SEE PLAN ROOF EDGE NAILING ROOF EDGE NAILING SEE PLAN 12 PRE-ENG1NEERED ROOF ROOF EDGE NAILING TRUSSES, SEE PLAN _..,0 ,. ,.,...,, edA L , SEE ARCH PRE-ENG1NEERED ROOF 2x BLOCKING BETWEEN ROOF SHEATHING, SEE PLAN TRUSSES, SEE PLAN Otak Architects, Inc. - TRUSSES I '",•tr-. .1-1.;.„....... A35 @ 2'-0"UNO IN SHEAR , 2x FASCIA W/(3)10d SCHEDULE 1 i ..,i, ,7,,,,,\,,,,i,„,„,,,.,_nr,_,,..,, ,,,,,„.,„„zi I,1--1--ri. „,r,„5ct x....T808 SW Third Avenue,Suite 300 SEE ARCH \ k Portland,OR 97204 _ -4-- Q.,=:,,,____ main 503.287.6825 ---- TRUSS BLOCKING www.otak.com 2x FASCIA W/(3) 10d ...... ... ..„...=,.<- "Ylzv'''"1111111 I dr t"-------------""-------'-----.._' e / / / 44., .. . v .• .... _....... \' i''' --am- % •w%.. e SHIM AS REQ'D - SHIM PLATE , „ ,„ .i •. / A AMI ..-........ : ;7 - r 0 440. Noi. Or' --i-- (2)2x TOP PLATE : --, (410d TOENAILS F-`-/-1 X X •-•: JX- ? P.T.2x PLATE. ---• '1111111111illir, EXTERIOR SHEATHING, SEE SHEAR WALL PLAN - i*-- N: .......,,, - --_____ Ili Ir.:. 1 ! I T.°- • • "Li G. Err. ATTACH TO STEEL / _ II EXPIR!S: 12/31/ il .f BEAM WITH 0.157" PAF AT 6"0.C. al,„..= H2.5A EACH TRUSS STOREFRONT,SEE ARCH (2)2x TOP PLATE 3-29-2018 PRE-ENGINEERED ROOF TRUSSES, SEE PLAN — STAMP PRE-ENGINEERED WOOD Fit (2)2x TOP PLATE A35 CLIP @ 2'-0"U.N.O. IN ROOF TRUSS TOP CHORD H2.5A EACH TRUSS SHEAR SCHEDULE -r, EXTENSION 1-1-Th- V- 3- (4) 10d TOENAIL, FROM — EXTERIOR STUD WALL 10d TOENAIL @ 6"O.C. 110-......... BEYOND TRUSS TO TOP PLATE — -\ H2.5A EACH TRUSS DBG PROPERTIES ' HEADER, SEE PLAN I, , 1,-- HEADER, SEE PLAN — LLC SHEAR WALL EDGE NAILING if i __ ECCQ,CAP CSI t;;(2%FROM GLULAM \\\\\ NNNNN ( 2xpTE, — . : HUC614 AT HEADER _ i ; , _, r• EXTERIOR SHEATHING, SEE TO POST - • 2x PLATE — OR SIDE OF PLATE SHEAR WALL PLANS - I. 1 — OwVAEL RI_ . m Enayet rib-17f FULL HEIGHT POST, .f W- 01,11 HEADER, SEE PLAN _ TYP GLULAM FROPPED BEAM, Schneider :` ---:,--; SEE PLAN Smith SEE PLAN POST, SEE PLAN ----- 2x PLATE 10d NAILS @ 6"O.C., SEE 3141 WALNUT STREET, STE.203A ---/\/— "V 1/S8.61 DENVER, COLORADO 80205 720.904.1234 www.essdenver.com INTERIOR STUD WALL, CONSULTANT I. SECTION AT POST 1 ) 2 SECTION AT STOREFRONT 3 SECTION AT DROPPED BEAM SUPPORT SEE PLAN 1" = V-0" S8.62 1" = 1-0" 8.62 1" = 1,-0" ZN, MIN.2X MAX HOLE DIA.-----, 2x6 BLOCKING BETWEEN TRUSS., DIAPHRAGM STRAP, SEE PLAN ROOF SHEATHING, SEE PLAN ROOF EDGE NAILING / g e,) A " TYP. TOP AND BOTTOM OF BRACE 0 HOLE •5 1 i.:.-“ . , cr ROOF SHEATHING,SEE PLAN '") ...i. -4414"i" :4•Ri_,- ,..,__ _ DIAPHRAGM STRAP,SEE PLAN OUTSIDE -6 ? HATCH BLOCKING BETWEEN 0 ( .i X -* 'zt.....-;*---z•-=:-.,Thz,_. I (6) 10d NAILS EACH END OF BRACE -•--------- N'..N. --Av— / f..1 (2)2x TOP PLATE 6" PP.- 6" 2x JOIST OR TJI 2x6 BRACE @ 6'-0"O.C.,TYP. ECCQ5-8 SDS2.5 COLUMN CAP .01 H OP. NN GLULAM BEAM, SEE PLAN •------ 2'-0"MIN. • ...4 ..-- LLI D/3 @ 2x MAX. Cl) 1 3/4"@ 5 1/2"LSL CO n _ -,_ _ X -1 i • X ..,..... 10d NAILS @ 6",TYP 2" 7 1/4", 9 1/4", 11 1/4"LSL 3"@ 9 1/2"LSLI— 0 PRE-ENGINEERED ROOF 31/2"@ 11 7/8"LSL = z,/ TRUSSESRAN , SEE PLAN 2x PLATE SEE P A35 CLIP, SEE SHEAR WALL (2)PLY DRAG TRUSS, SEE EXTERIOR WALL, SEE PLAN - _ H F- a_ LINI M SCHEDULE FOR SPACING . , . Lu _...I HATCH INDBLEICATOES ZONE c A -- • EADER, LAN ALLOWAHLE es ... , 10d TOE NAIL @ 6"0.C. 0 ,-- SHEAR WALL SHEATHING, SEE . • . — 0 PLAN : . (2)2x TOP PLATE HEADER,SEE PLAN \ — F- A ......11 O. \k\0 \'\ \ ill <> < INTERIOR SHEAR WALL, a < SEE PLAN \ Fa am i- 4 SECTION AT INTERIOR SHEAR WALL e ----kr-- ce S8.62 1" = I-0" MIN.2X MAX HOLE DIA. A (ez Lt.6 co ENGINEERED womml CNI M ,,,,,„ N Ir'' ROOF SHEATHING, SEE PLAN 2x PLATE 1/3 SPAN 1/3 SPAN 1/3 SPAN WOOD BEAM, Iiiz g NNN SEE PLAN DIAPHRAGM STRAP,SEE PLAN SPAN -i mom D rx SIMPSON HUC410 ..., COLUMN, um i a 8 HANGER COLUMN, SEE CONCEALED FLANGE SEE PLAN (2)2X BLOCKING Nr ,, d 1-1- S8.62PLAN UJI co (x --,..- --:,_ OUTRIGGERS, SEE PLAN ...-=-.,..-17-....... SECTION AT STORE FRONT = c) <IC I — . a) 0 0 e .i. :7. :,...,_,.., ,,,a,,_ HOLES BASED ON REQUIEMENTS BY l'..... P.T. 2x PLATE 58.62_ _ 1" = 1-0" WEYERHAEUSER SEE MANUF. Ilimi ATTACH TO STEEL 4.,,VXm.-.-7--..._-_-,.... . RECOMMENDATION FOR OTHER PRODUCTS PAF AT 6"O.C. 111111.. MIN 6"END DISTANCE TITLE 0 3/16 DATE DESCRIPTION PL 3/8"x 9"x 0'-8"W/6- (3) 10d @ 6"0.C. (3) 10d @ 6"O.C.0C (2) 1/410 x 6"SDS A35 CLIP, I I I 1/2"x 5"LAG SCREW 7F EA. FACE @ 12"EA. FACE EACH SIDE • I I I 0 ri/4" --somum TA teti.' (ALT. (2) 1/20 I THRU BOLTS @ cie i 1 1 __________ (2)PLY BLOCKING 3/16/ <3 SIDES . .44_ i, w A 1 12"0.C.) own Am ling :.. 14 __,___ _ (---. .......\ ..._,\,_ _ z . . z \/- ROOF SHEATHING, ZNI- (6)2x STUD PACK. cv (NI M Cs1 k LAMINATE TOGETHER ----------"z-_,-c\r- r.... TYPICAL STUD WALL SEE PLAN P.T.2x PLATE.ATTACH WITH 0.177" FRAMING, SEE PLAN PER 4/S8.61 DIA. PAF AT 6"0.C. STAGGERED - v -17 A -A BEAM NAILING REVISIONS A35 CLIP, EACH SIDE --... r 6 BEAM & JOIST HOLES & NAILING .. I-------) e ,.. S8.62 -4> HlEBEAM, SEE PLAN i L _........_ Checker OUTRIGGER BEYOND / IP% 111115 Author1D7RDRAWN :N BY y PERMIT SET CHECK BY e e A35 CUP EACH SIDE 1 — ' 1/2"MAX --------1-\,_ STATUS OF STUD PACK PL 1/4 x 0'-3"x 0'-4"EACH 03.29.2018 HEADER, SEE PLAN / ____ .____ ril,k/8;,(1.9A" ggi;IENv/v:x (6)2x STUD PACK DATE PROJECT NUMBER _ S8162 ( DETAIL ©2018 OTAK,INC.Th 8 DETAIL S8.62 1" = V-0" S8.62 1" = 1-0" If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. '-- 16d NAILS AT 4"O.C. STAGGERED SHEAR WALL EDGE NAILING Otak 16d NAILS AT 4"O.C.TYP. SHEAR WALL:ZING CENTERLINE OF SHEAR WALL SHEATHING . SHEAR WALL FIELD NAILING,SEE WALN, GSEE SCHED,SEE OtakArchitects, nc. SHEAR WALL ,.--.1_.....r: HOEDOWN PER PLAN ' _ � - SHEAR WALL HOLDOWN POST PER WHERE APPLICABLE, SEE I SHEATHING PER PLAN 5/58.71 808 SW Third Avenue, Suite 300 PLAN EQ•EQ• I Portland,OR 97204 SHEAR WALL EDGE NAILING 3x OR(2)2x FRAMING main 503.287.6825 ....- WALL STUD SEE PLAN ii 1= • ! . . www.otak.com PER MANUF. 011 SHEAR WALL EDGE �� N____ SHEAR WALL NAILING . - , i , RUN SHEAR WALL ■ CONT. SHEAR WALL SHEATHING - f �� IN SHEATHING SEE SHEAR �,.� HOLDOWN POST PER _ SHEATHING CONT.THRU13 WHERE APPLICABLE, SEEC w WALL PLAN ,� tt�•E� PR(IF�S —�� BREAKS CAUSED 8Y SHEAR WALL PLAN , _ ,„ SDC 22500 AT 12 O.C. EA. S� , I N �+ � 5/S8.71 �.• INTERSECTING WALLS. EQ. Q.; ,� 8 , j _ w w � 1 _ - / t___ lIrYI a HOLDOWN PER PLAN HOLDOWN POST PERTRIMMERS PER SCHED. ►q!�= f,� 5/88.71 T PART OF HOLDOWN POST) *0! '1�rT.' SHEAR WALL EDGE NAILING 1 CENTERLINE OF WALL STUD, SEE PLAN I PER MANUF. SWALL&EE ARCH HOLDOWN, KING STUD PER SCHED. 3x OR(2)2x FRAMING I 14. G. 'E CENTERLINE OF ADDED STUDS OR POST SHEAR WALL EDGE WALL& CENTERLINE OF WALL SHEAR WALL SHEATHING WALL STUD PER PLAN AS REQUIRED BY 10/S810 NAILING !EXPIRES: 12/31/ Iq HOLDOWN POST PER HOLDOWN, SEE &HOLDOWN,SEE 5/S8.71 ARCH ARCH SHEAR WALL FIELD 3-29-2018 SHEAR WALL FIELD NAILING,SEE SCHED. HOLDOWN PER PLAN STAMP PER MANUF. NAILING,SEE SCHED. — AT CORNER AT PERPENDICULAR AT JAMB r WALL _ 1 TYP HOLD DOWNS (-2 TYP. SHEAR WALL STEP Ct B G PROPERTIES S8.71 1" = 1'-01188.71 1 = 1 -Q LLC � <4*114'4;i/,,,,r., HOLDDOWN SCHEDULE {. HOLDDOWN HOLDDOWN MIN.ANCHOR EMBED MIN.ANCHOR PROJECTION pL.WASHER SIZE MIN. POST SIZE Enayat ►_ TYPE ANCHOR IN CONC. FOR A307 ABOVE CONC. Schneider chirteid;t » 4 HTT4, HTTS, 5/8"DIA.A307 8" 5" 1/4x2x2 (2)2x6 OR(4)2x4 Engin...in. '`,,,,, HDUS, HDSB OR SSTB24 3141 WALNUT STREET, STE.203A HDU8, HDQ8, 7/8"DIA.A307 1/4x2x2 DENVER,COLORADO 80205 HD7B OR SSTB24 12" 6" (3)2x6 OR 4x6 720.904.1234 www.essdenver.com HD9B 7/8"DIA.A307 12" 6" 1/4x2x2 (4)2x6 OR 4x6 CONSULTANT A HDU11, HHDQ11, HDU14, HHDQ14, 1"DIA.A307 16" 6" 3/8x3x3 (4)2x6 OR 4x6 NO STRAP IF TRUSS HD12 TYP. STUDS, SEE CONT.THROUGH SHEAR WALL EDGE SCHED FOR SPACING CORNER 1 1/4"DIA. NAILING TYP.ALL EDGES / - HD19 A307 18" 7" 1/2x4x4 (4)2x6 OR 4x6 -- CS16 x CONT. Q AT PEN ,,,fir-- I/ V I i/ -./ d)---// i/ � u/j i---/7._r, �i///it-i Lr it // // // /, I - ` / STRAP ACROSS TOPA (i - _.. -_ - OR ALONG SIDE p EDGE FRAMING %CS16 STRAP _ j _ --'\r— --�v-- --�\, LAMINATED KING STUDS OR I' // // // // x /. /f // // // /. / //// // // SOLID POST,5EESCHEDULE I I HOLDDOWN, SEE PLAN ``� I I - L.. \ STUDS AS REQ'D EXTEND BOLT RU TRIMMER o `'� 1'-0" 1 { J / -71 %-4 WALL STUD ti.;q_/z 2;\ _ r e SHEAR WALL SHEATHING / MECH. OR ELEC. PEN ANCHOR BOLT,TYP. SEE hr P.T. PLATE CO IN SHEAR WALL % SCHEDULE 2x BLKG.ABOVE&BELOW - OPENING &(1) STUD SPACING 2X BLKG. FOR 2 BAYS FLOOR FRAMING 1 �1 PAST PEN. NAIL SHEATHING W/10d W U-I AT 8"O.C. _ �, ;' . ' ,:a: d. • ` ^ . •., - -=° '4 '- WIRE TIE • CD •., - • a`4 :.`. z„` -•�: . . . • -- ,� .4 CONT. HORIZ WALL REINF.TO / BE TIED W/WIRE TIE TO m h . { M 3� TYP. SHEAR WALL PEN (-4 RE-ENTRANT CORNER AT FRAMING : ; : a; ; ,'./ HOLDDOWN ANCHOR, SEE SCHEDULE 58.71 NOT TO SCALE 58.71 NOT TO SCALE - .s• . . '4^i a J r4:1 0 - • . • CONT. HORIZ WALL REINF.TO a °- :''4.4. ; ' . :- BE TIED W/WIRE TIE TO .Qa` HOLDDOWN ANCHOR, SEE CO (f) ' SCHEDULE W M ,_„I EXTENT OF SHEAR WALL, SEE PLANS ...� -0( N Q ROOF SHEATHING 5 HOLDDOWN AT FOUNDATION W Z LU LS50 PER SHEAR S8.71 3/4" = 1'-0" ■� = fx O a SCHED. - FULL HT BLKG BETW. ROOF FRAMING 0- 17-4:i 0 Q W SHEAR WALL EDGE ATTACHMENT,TYP {7)2x STUD (2) STUDS WHERE O. P SEE SCHED. (2)2x TOP PLATE,TYP CO 10d�a 12"O.C., REQ'D,SEE N. F- ' TYP. rilrilSCHED (2)2x6 OR(3)2x4 STUD PACKTITLE ^l STRAP OR HOLDDOWN I „� ,w SHEAR WALL FIELD ► -_ .- .. ATTACHMENT,TYP. SEE -,...,,..,,,ix 17 TYP SEE PLANS&DETAILS �'--'� SCHED. T\r" # DATE DESCRIPTION EDGE FASTENER EDGE FASTENER ,: / LAP SHEATHING A ---0-'--'- EACH SIDE OF JOINT, EACH SIDE OF -'/ MINIMUM OF 4”ONTO RIM 3/8"MIN.---/ STAGGERED JOINT,STAGGERED SHEAR WALL SHEATHING LS50 PER SHEAR �1� ( z M x /� JOIST&EDGE NAILING r� SCHED. (NOT REQ'D IF _- x E / STHD STRAP, SEE SHEAR HOOK STRAP OSB HAS 4"LAP ONTO / - .1 ` (77---\\ UNDER CONT. WALL PLANS REBAR RIM) ,/: '` -� . . '1 . . ' x . � . . - TYP, SHEAR WALL EDGE NAILING 8.71 J 1" = 1-0" 1/2"EXP JOINT / / \ / SHEAR WALL EDGE 8 /- /__________k/ NAILING OSB SHEATHING LAID �� N 58.71 ;,-_,---------- 3x OR(2)2x REQ'D AT EXTERIOR GRADE SOME ADJOINING PANEL �� CONC. SLAB,SEE PLAN VERT. OR HORIZ,TYP i.- : u : : ; u - - ` ' ' '—4 EDGES SEE SCHED SEE SCHED. 1 I E �� \ REVISIONS FLAT 2x BLKG AT ''''' ' '''' .": AEI z s FOUNDATION, SEE PLANS '/� ' . `+ • Author Checker PANEL EDGES 2x STUD,TYP FLAT BLKG • , , - - (AS REQ'D) 58.71 BETW &DETAILS _ ' - - ... DRAWN BY CHECK BY R .t STUDS = PERMIT SET 4 HOLDDOWN,TYP SEE d ! °* `.+..:a:...�,.: ` PLANS&DETAILS • 4: , STATUS ' ..,-• - `� - ' ' 1 EDGE FASTENER = 03.29.2018 d . <q EACH SIDE OF SHEAR WALL EDGE • •. 4' DATE ATTATCHMENT,TYP �, d. ' , ,, ..d. ;";.�_ -. ,,�, , -•; ., - • �� 4 . ;.,;. `,`, *; _ ,. . -, ANCHOR BOLTS, JOINT, STAGGERED - SEE SCHED. . . SEE SCHED 17154 PROJECT NUMBER 6 TYP. SHEAR WALL ELEVATION 8 TYP SHEAR WALL HORIZ JOINT (9/ STRAP HOLDDOWN DETAIL S8 . 71 ,� = 58.71 1 = 1 -O" 58.71 1" = 1'-0" fl 2018 OTAK,INC. 88.71 1/21 -0 If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. I GENERAL INFORMATION I I CH. 7 - FIRE AND SMOKE PROTECTION FEATURES ' Iot ic PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503)287-6825 MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8) PROJECTT pP SC�)Pr 0 ` SINGLE STORY WOVRAME CONSTRUCTION CLUB HOUSE WITH COMMUNITY ROOM,OPEN EXERCISE 0-3' >3'-5' >5'-10' >10'-15' >15'-20' >20'-25' >25-30' >30' AREA,OFFICES AND EXTERIOR SWIMMING POOL(UNDER A SEPARATE PERMIT) UNPROTECTED, NOT UNPROTECTD PERMITTED 15% 25% 45% 75% NO LIMIT NO LIMIT NOT REQUIRED Otak A 11tects, Inc. PROJECT U kE 808 ' i Third venue, Suite 300 7790 SW HUN ""'R RD 97204 OR, TIGARD,OR 97223 BUILDING IS ALLOWED TO HAVE UNLIMITED UPROTECTED OPENINGS-ALL WALLS HAVE A FIRE m Pa and, 50OR 7204 SEPERATION DISTANCE GREATER THAN 20' BUILDING CODE EDITIONS www.otak.com 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(OEESC) (714.4.1.2)THROUGH - PENETRATION FIRESTOP SYSTEM 2014 OREGON MECHANICAL CODE(OMSC) . 2017 OREGON ELECTRICAL SPECIALTY CODE AMENDMENTS THROUGH PENETRATION SHALL BE PROTECTED BY AN APPROVED FIRESTOP SYSTEM INSTALLED AND til!;L:ERI-t- .2017 OREGON PLUMBING SPECIALTY CODE{OPSC} TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479 ACCESSIBILITY- ICC/ANSI 117.12009 .,FIRE SPRINKLER-NFPA 13 I CH. 9 - FIRE PROTECTION SYSTEM I • I CH. 3 - BUILDING OCCUPANCY I BUILDING FIRE DETECTION AND SUPPRESSION %ORTLANV OCCUPANCY CLASSIFICATION GROUP(S)(310): B BUISNESS PROVIDED REQUIRED PER TYPE/CLASS/AREAS Off' A-3 ASSEMBLY OF COVERAGE S-2 STORAGE AUTOMATIC SPRINKLER SYSTEM: YES 903.2.8&504.2 NFPA 13 3/29/2018 STAMP OCCUPANCY SEPERATION(508.4): B/A=1HR,A/S-NR BIS-IHR STANDPIPE SYSTEM: N/A N/A N/A I CH. 5 - BUILDING CONSTRUCTION -TABLE 503 FIRE ALARM SYSTEM: YES 907.2.9 THROUGHOUT - CONSTRUCTION TYPE USED&OCCUPANCY:TYPE VB,A-3 OCCUPANCY MANUAL FIRE ALARM BOX NO EXCEEPTPT9I1 IOON#2 - 1-1-L..- BASE ALLOWED W/ALLOWABLE PROPOSED SMOKE ALARMS YES 907.2.9.2 THROUGHOUT INCREASES AUDIBLE ALARMS: YES 907.5.2 THROUGHOUT DBG PROPERTIES C BUILDING HEIGHT 40' N/A 21'-9" VISIBLE ALARMS: YES 907.5.2.3 COMMON AND PUBLIC AREAS NO.OF STORIES 1 N/A 1 NOTED ON PLANS,75' FIRE EXTINGUISHERS YES 906 MAX&2-A RATED CONSULTANT FLOOR AREA 6,000 SF TOTAL N/A 3,342 SF TOTAL I CH. 10 - MEANS OF EGRESS I SPRINKLERS USED - NFPA 13 OCCUPANT LOAD & EXITING OCCUPANT LOAD EXITS REQUIRED EXITS PROVIDED ALLOWABLE AREA PER STORY: Aa=(At+(At x If)+(At x Is)) At=ALLOWABLE AREA PER TABLE 503=12,000 SF LEVEL 1 109 2 4 • If=INCREASE DUE TO FRONTAGE_((274 ft/274 ft)-0.25)(30/30)=0.75 Is=INCREASE DUE TO SPRINKLERS=0 POOL AND DECK 138 2 2 Aa=(6,000 SF+(6,000 SF x 0.75)+(6,000 SF x 0)) I CH 11. ACCESSIBILITY I Aa=(6,000 SF+4,500 SF) TaT LA1106.2 (00 SF ACCESSIBLE PARKING TOTAL ALLOWABLE FOR BUILDING=21,000 SF GROUPS R-2 AT LEAST 2%, BUT NOT LESS THAN ONE OF EACH TYPE OF PARKING SPACE PROVIDED SHALL BUILDING AREA SUMMARY BE ACCESSIBLE,SEE CML PLANS FOR ACCESSIBLE PARKING STALLS,ACCESSIBLE CAR AND ACCESSIBLE VAN STALLS TO COMPLY WITH ANSI117.1 SECTION 502 CH 11. SIGNAGE TO BE INSTALLED PER 1106.7.2 OCCUPANCY GROUP A-3 B S-2 TOTAL LEVEL 1 2,024 SF 630 SF 688 SF 3,342 SFI CH 15. ROOFS I BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION "508.3 NON SEPERATED OCCUPANCY-THIS BUILDING HAS NON-SEPERATED OCCUPANCIES,THE MOST CLASS C RESTRICTIVE PROVISIONS OF CH 9 SHALL APPLY TO THE TOTAL NON-SEPERATED OCCUPANCY AREA. ROOF CONSTRUCTION(VB) CLASS C 1505.1 MINIMUM ICH. 6 -TYPE OF CONSTRUCTION CH 17. SPECIAL INSPECTION, STRUCTURAL OBSERVATION AND I DEFERRED SUBMITTALS . coco FIRE-RATING RATING REQUIREMENTS FOR BUILDING ELEMENTS -TABLE 601 Z SEE STRUCTURAL FOR SPECIAL INSPECTION AND STRUCTURAL OBSERVATION REQUIREMENTS. SEE CONSTRUCTION TYPE=VB COVER SHEET-A0.01 FOR DEFERRED SUBMITTALS AND SITE ELEMENTS PERMITTED IN OTHER DRAWING LU _ PACKAGES. RATING RATING CH 29. PLUMBING FIXTURES C" BUILDING ELEMENT REQUIRED PROVIDED CODE PROVISION I I OCCUPANCY AREA REQUIRED PROPOSED Q STRUCTURAL FRAME NR NR TABLE 601 � '"S`, 96 OCC,48 MALE/48 FEMALE) WATER CLOSETS: 1 PER 125 WATER CLOSET: 1-MALE ASSEMBLY BEARING WALLS NR NR TABLE 601 (96 PER 65 FEMALE 1 FEMALE a M (INTERIOR&EXTERIOR) LAVATORIES: 1 PER 200 LAVATORIES:2 NON-BEARING WALLS& PARTITIONS-EXTERIOR SEE TABLE 602 DRINKING < CO PER F OOR FOUNTAIN: DRINKING FOUNTAIN: 11 LU NON-BEARING WALLS& . CO CL' Q PARTITIONS-INTERIOR NR NR TABLE 601 WATER CLOSETS: 1 PER 25 BUISNESS(10 OCC) FOR THE FIRST 50 • Ci W M X0� �1 FLOOR CONSTRUCTION& NR NR TABLE 601 [ N v SECONDARY MEMBERS ROOF CONSTRUCTION& . NR NR TABLE 601 � Z 8 to inCn SECONDARY MEMBERS ENERGY CODE REQUIREMENTS (2014 OREGON ENERGY EFFECIENCY _ c DOORS SHALL HAVE THE FOLLOWING RATINGS: SPECIALTY CODE) I 0 Z • UNIT DOORS IN CORRIDOR-20 MIN AND DOOR LABEL .� 5 • STAIR DOORS-90 MIN AND DOOR LABEL CLIMATE ZONE PER 301.1:4C W ,_, • SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION mc • CORRIDOR DOORS SHALL HAVE SMOKE GASKETING BUILDING ELEMENT PER 502.1.1 REQUIRED PROPOSED • soimmea EXTERIOR WALL RATING BASED ON FIRE SEPERATION DISTANCE -TABLE 602 WALL INSULATION(WOOD STUD)-ABOVE GRADE R-21 R-21 � � 17-. CO ROOF-ENTIRELY ABOVE DECK R-20c1 N/A FIRE-RESISTANCE RATING FOR EXTERIOR TITLE WALLS BASED ON FIRE SEPARATION CONSTRUCTION TYPE OCCUPANCY GROUP A-3 ROOF-ATTIC R-38 R-60 # DATE DESCRIPTION DISTANCE(TABLE 602): UNDER FLOORS(JOISTS) R-30 R-30 X<5': VB 1-HR UNDER FLOORS(MASS) R-10ci R-10ci 5'sX<10': VB 1-HR • SLAB EDGE PERIMETER R-10 FOR 24"BELOW SLAB R-10 FOR 24"BELOW SLAB 10'5X<30': VB NR WINDOWS(U FACTOR)502.3 U-0.35 U-0.27 X a 30': VB NR WINDOWS(SHGC)502.3 0.40 0.40 - NOTE:LOAD BEARING WALLS SHALL COMPLY WITH THE FIRE-RESISTIVE RATING REQUIREMENTS WINDOW AREA LIMITATIONS 30% LESS THAN 30% OF OSSC TABLE 601 OPAQUE DOORS 502.2.7 U-0.70 U-0.55 REVISIONS CURTAINWALL/STOREFRONT 502.3 U-0.45 U-0.45 CURTAINWALL/STOREFRONT-DOOR 502.3 U-0.80 U-0.80 Author Checker 502.4.1 - A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL DRAWN BY CHECK BY ENVELOPE, INSALLED PER 502.4.1.1 PERMIT SET • STATUS 03.29.2018 DATE 17052 PROJECT NUMBER 1 1 A3-0111 ®2018 OTAK,INC. If this drawing is not 24"x 361 it has been reduced/enlarged.Scale accordingly. COMMON PATH OF CODE LEGEND TRAVEL=24'-10" (MAX PATH TO PUBLIC EMERGENY EGRESS PATH, WAY= 14T-9") MINIMUM WIDTH OF EGRESS \ S-2 S-2 S-2 (ACC) S-2 A-3 A-3 A-3 A-3 PATH IS 3'-0". PROVIDE 1LEVEL FOOTCANDLE O NOTLIGHT AT EXCEED FLOORMAX Otak Architects, Inc. STORAGE MECH POOL STORAGE POOL EQUIP RESTROOM RESTROOM POOL DECK SWIMMING POOL MIN ILLUMINATION UNIFORMITY COMMON PATH OF OLF 300 = 1 OCC OLF 300 = 1 OCC OLF 300 = 1 OCC OLF 300 = 1 OCC OLF 50 = 2 OCC OLF 50 = 2 OCC OLF 15 = 121 OCC OLF 50 = 16 OCC RATIO OF 40 TO 1. EMERGENCY 808 SW Ir. .venue, Suite 300 49 SF 72 SF 62 SF 124 SF 82 SF 82 SF 1814 SF 765 SF LIGHTING TO BE PROVIDED BY P rtland, OR 97204 A-3 BATTERY BACK-UP. :in 503.287.6825 www.otak.cam JANITOR /2 °' — — — DISTANCE ACCESSEXIT 250'MAX(1016.2) OLF 300 = 1 OCC • ° •°-,--:°---- - - .. - . - - _ ° . - - a ° - a - • ' • - ' • - • �. . - - - fi5 SF COMMON PATH OF TRAVEL(1014.3) i 9� 1 E - PATH F TRAVEL= 1 3'-11" # = = = R-2-125' MAX . r J A- 75' MAX �� Q .1 / ® OCCUPANTS EXITING PER EXIT . BRIAN R.MINER A 3 I ILiLOCATION FITNESS 1 e -�• r 1 OLF 50 = 7 OCC_ ! II FEC FIRE EXTINGUISHER CABINET WITH FIRE VTLAND$ - EXTINGUISHER SEE 14/AX-8.11 316 SF 1 OLF OCCUPANCY LOAD FACTOR I it 1, ,- Li_.....1. ,, :t71.-- 12.94 G'r = 46 OF 0 - d -FN OCC OCCUPANT LOAD STAMP 3/29/2018 COMMUNITY I- 0.0 II C EGRESS GATE WITH OLF 15 - 96 OCGT� _ Exr SIGN L _ _ PANIC HARDWARE L 11 r w 1432 SF �_ II (ACC) ACCESSORY USE (508.2) SHALL NOT BE MORE THAT 10%BUILDING AREA OF STORY A 1 — r----'i' :') �� _ FDC FIRE DEPARTMENT CONNECTION I 1 ji . q41 r ] [ABG PROPERTIE I 1 Fr----1< ,. 11 __, " / PROVIDE 1-HR RATED FIRE PARTITION AT CORRIDORS LLC �.rrrrr rr�••� LIT 11 " PROVIDE 20 MIN RATED DOORS AT CORRIDOR II S-2 # — PATH OF TRAVEL= 5T-101: 4s PROVIDE 1-HR RATED FIRE LOAD BEARING WALL,ALL CONSULTANT r Q w` f� OPENINGS TO HAVE GYPSUM BOARD WRAPED INTO MAINTENANCE I------- L # ,x R, ._ „—, HEAD, JAMB AND SILL. OPENINGS ARE NOT RATED OLF 300 = 1 OCC�� jr.....„, — —z k I �'�'' + 290 SF � / R r J yL _ — J • • PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN ! �. 1rr EGRESS GATE WITH RATED DOORS B I X fn PANIC HARDWARE / I I W Lo . CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE I / N u- . . " u TOP OF THE FLOOR/CEILING ASSEMBLY BELOW TO THE OFFICE — --- OLF 100 = 2 OCC 1 20 MIN _ w UNDERSIDE OF THE FLOOR OR ROOF OR DECK ABOVE F 11 . AND SHALL BE SECURELY ATTACHED THERETO. FIRE 107 SF I s I r a F- 2 BARRIERS SHALL BE CONTINUOUS THROUGH .. �. , � O CONCEALED SPACES. �__.. I FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE J a_ FLOOR CEILING ASSEMBLY BELOW TO THE BRE- I ; ' GLOR S-2 (ACC) L -r= - -- .' i ASSEMBLY ABOVE,DANDSHALLBE FLOOR/CEILING CU ROOF/CEILINGCH /"ItCC ! �- ASSEMBLY SHALL BE SECURELY ATTACHED THERETO. PARCEL 1 i - ;� II OLF 300 = 1 OCC0- - 52 SF 1 !I 4---.X7..---, JI ? . 1 \ KNOXBOX / I CO COMMONPATH OF Immm TRAVEL= 9'-9" B OCCUPANCY SCHEDULE-BUILDING 3-LEVEL 01 Z LEASING I NAME I LEVEL I NUMBER I AREA I OCC OLF OCC LOAD I W OLF 100 = 5OCC 492 SFik31 GROUND LEVEL LEASING GROUND LEVEL 3-101 492 SF B 100 5 OFFICE GROUND LEVEL 3-102 107 SF B 100 2 PARCEL GROUND LEVEL 3-103 52 SF S-2 (ACC) 300 1 MAINTENANCE GROUND LEVEL 3-104 290 SF S-2 300 1 Z it:7Eil COMMUNITY GROUND LEVEL 3-105 1432 SF A-3 15 96 1 BUILDING 3 - CODE PLAN - LEVEL 01 FITNESS GROUND LEVEL 3-106 316 SF A-3 50 7CL STORAGE GROUND LEVEL 3-107 49 SF S-2 300 1 MECH GROUND LEVEL 3-108 72 SF S-2 300 1 . 3_0 1 SCALE: 3/32"= t-0" POOL STORAGE GROUND LEVEL 3-109 62 SF S-2(ACC) 300 1 0 Q POOL EQUIP GROUND LEVEL 3-110 124 SF S-2 300 1Cf) 0 RESTROOM GROUND LEVEL 3-111 82 SF A-3 50 2 CI cf) Ct RESTROOM GROUND LEVEL 3-112 82 SF A-3 50 2 Y CV U JANITOR GROUND LEVEL 3-113 65 SF A-3 300 1 SWIMMING POOL GROUND LEVEL X-300 765 SF A-3 50 16 W Z CO POOL DECK GROUND LEVEL X-301 1814 SF A-3 15 121 w= D lct 0 258 U = 0 Z W co ix EXIT WIDTH — OCCUPANCY LOAD 259 CD0 < M EXITS REQUIRED 2N- I= m EXITS PROVIDED 9 1.1.11 OCCUPANCY LOAD PER EXIT= SEE PLAN MAX EXIT WIDTH REQUIRED= 49 x.2"= 9.8" TITLE CLEAR WIDTH PROVIDED AT EACH EXIT DOOR= 34" # DATE . DESCRIPTION REVISIONS Author Checker DRAWN BY CHECK BY PERMIT SET STATUS . 03.29.2018 DATE 17052 PROJECT NUMBER O 1 2R/CEILI Q 2018 OTAK,INC. if this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. ASSEMBLY NOTES . otak 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BY STRUCTURAL ENGINEER.WHERE A NON-SHEAR WALL EXTENDS AND . ALIGNS PARALLEL WITH A SHEAR WALL,PROVIDE ADDITIONAL SHEATHING LAYERS TO THE NON-SHEAR WALL TO PROVIDE CONTINUOUS FACE OF FINISH. Otak Architects, Inc. 2. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER OSSC 808 S Avenue,Suite 300 GREEN ROOF SYSTEM SECTION 718. ttland,OR 97204 SOUND BATT INSULATION IN rr lin 503`287'6825 ROOT BARRIER BATHROOMS-FRICTION FIT 3. LOCATE THERMAL INSULATION ON THE COLD SIDE(IN www.otakcorn ROOF MEMBRANE IN STUD SPACES WINTER)OF DOMESTIC WATER PIPES AS REQUIRED TO PROTECT PIPE FROM FREEZING. i ROOF SHEATHING-SEE , '`� _� ' __ TRUCTURAL - 5/8"TYPE'X GYPSUM BOARD 4. PROVIDE ADDITIONAL FRAMING,BLOCKING,AND FINISHES *.,-41 • AS REQUIRED FOR PLUMBING ACCESS PANELS. i -= , 1_-__._.1 j I _.. 1 : i 1.__. :..1 1 3120 ,,,e.. - 7 r- -- 2x OUTRIGGER-SEE PLYWOOD SHEATHING AS 5. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TO BRIAN R FL EKES S. � ,,. __.. • ._..._.._ _,; .._ ur, STRUCTURAL) . SUPPORT SHELVING,TOWEL BARS, RAILINGS,AND ALL • REQUIRED-SEE STRUCTURAL OTHER WALL-MOUNTED ACCESSORIES AND EQUIPMENT. • CEDAR T&G DECKING-SEE 2x6 WOOD STUDS AT 16" PORTLAND►I STRUCTURAL FOR SIZING OC-SEE STRUCTURAL 6. PROVIDE UL APPROVED THROUGH PENETRATION AND MEMBRANE PENETRATION FIRESTOP SYSTEMS AS --'-_-�''/- /--,,-_- '._>__ _ 5/8"TYPE'X'GYPSUM BOARD REQUIRED BY CODE AT ALL ELECTRICAL, PLUMBING, AND MECHANICAL PENETRATIONS IN FIRE-RATED 3/29/2018 ASSEMBLIES,SEE AX8.01 TO AX8.21. STAMP 7. SEE AX8.11 &AX8.12 FOR TYPICAL RATED WALL DETAILS. EXTERIOR - "' -- 8. PROVIDE SOUND BATT INSULATION AT RESTROOM AND – INTERIOR INTERIOR MAINTENANCE WALLS AND CEILINGS. • • DBG PROPERTI E. R5! ROOF - EXT OVERHANG 25 1-HR INTERIOR WALL - FIRE PARTITION LLC ' ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:UL-U305 FIRE: 1-HR STC:N/A CONSULTANT GREEN ROOF SYSTEM ROOT BARRIER • SOUND BATT INSULATION-FRICTION ROOF MEMBRANE -,--", . • FIT IN STUD SPACES • U • ROOF SHEATHING-SEE 2 1==1 I 1=1 I 1-1 , i- 1 :W.--' j 1-7. 7. STRUCTURAL ' RESILIENT CHANNEL AT 24"OC 1_M , , _ € SPACED VERTICALLY N tr ,_ I 1 1 -_ l'..,, 1 , ,,- R-60 LOOSE FILL INSULATION , ::-C,t•__,_ 5/8"TYPE'X GYPSUM BOARD WOOD TRUSS-SEE STRUCTURAL • I, PLYWOOD SHEATHING AS ttt�� j J BARRIER ETARDAR!AIR REQUIRED-SEE STRUCTURAL x ♦ , A �`� * 2x6 WOOD STUDS AT 16" 5/8"GYPSUM BOARD OC-SEE STRUCTURAL i 5/8"TYPE'X GYPSUM BOARD UNIT UNIT J CO R4 ROOF / CEILING - GWB 23 1-HR INTERIOR WALL - FIRE PARTITION M IF_" w ASSEMBLY:N/A FIRE:NR STC:N/A I ASSEMBLY:UL-U305 FIRE: 1-HR STC:50-54 BEARING Z LU < FIBER REINFORCED, • -v`„• CEMENTITOUS SIDING STANDING SEAM METAL1x2 PT FURRING AT 16"OC ROOFING I i (3/4"VENT SPACE) 30#ROOFING FELT WEATHER RESISTIVE a T 1 BARRIER ROOF SHEATHING-SEE i 15/32"MIN PLYWOOD STRUCTURAL SHEATHING-SEE STRUCTURAL 1 7-- ROOF JOIST-SEE R-21 ! ? TCTbON • N �../ BOARD OC-SEE STRUCTURAL 1L.-X • V • iCD 5/8"'TYPE'x Elmo _ ce r n l �i GYPSUM BOARD L a I 0 LZ•/ LL. BALCONY --_ _L_ L j 9 INTERIOR EXTERIOR p < J 3B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE I�.� ti STRUCTURAL I~ ~ co R3 ROOF - STANDING SEAM 3A 1-HR EXTERIOR WALL - FIBER CEMENT SIDING TITLE ASSEMBLY:UL-P522 FIRE: 1-HR STC:N/A ASSEMBLY:UL-U356 FIRE:1 HR STC:N/A # DATE DESCRIPTION BEARING 1x4 T&G VERTICAL CEDAR SIDING _ : �-- SOUND BATT INSULATION IN 3/4"VENT SPACE HORIZONTAL BATHROOMS-FRICTION FIT IN STUD SPACES = Z FURRING WITH WEEP HOLES WEATHER RESISTIVE REINFORCED CONC SLAB, . -..---. BARRIER SEE STRUCTURAL :-" ' 5/8"'TYPE'X'GYPSUM BOARD 1 15/32"MIN PLYWOOD 10 MIL VAPOR BARRIER SHEATHING-SEE STRUCTURAL REVISIONS PLYWOOD SHEATHING AS 7 2x4 WOOD FRAMING REQUIRED-SEE STRUCTURAL R-21 BATT INSULATION-.FRICTION CLEAN CRUSHED ROCK, = C FIT IN STUD SPACES 5/8"GYPSUM BOARD ' ' "". } ~ e_ - ;•. SEE SOILS REPORT 2x4 WOOD STUDS AT 16" Author Checker _� r_ �.^ s OC-SEE STRUCTURAL �; 2x6 WOOD STUDS AT 16" '��i7•'�r��'eIiT•♦,Ti '�oiT'orr;�'�tiY;yr4ay�� • v-��T j OC-SEE STRUCTURAL DRAWN BY CHECK BY •so • ,o%v.•• ,; ,t �'' •" 'tva ''" 5/8"TYPE'X GYPSUM BOARD PERMIT SET 1 N �• trt•�t,ta. tr: 1t,,'• if4t1e'•-1.g•��1"�i'�►t1 ••d am :tit k f�.•z iir%}:c.S: �..5. �:. a k.t m UNDISTURBED SOIL5/$"TYPE'X't ,i"�: a� • Ki ti•t STATUS _� .�, � ____1 1 _.... j 1_____� � 1-1 :_:L_____------------------- GYPSUM BOARD 03.29.2018 19 is-_ i 1=11 1 1. ::I , ;...._..i:1 i :.r► _ i DATE _ INTERIOR INTERIOR INTERIOR EXTERIOR 17052 PROJECT NUMBER 2x6 WOOD STUDS AT 16"OC IN LIEU OF 2x4 WOOD STUDS-SEE 1B 2x8 WOOD STUDS AT 16"OC IN LIEU OF 2x6 WOOD STUDS-SEE 26BSTRUCTURAL STRUCTURAL �� CEILING - GWB Fl SLAB ON GRADE Vii. NON-RATED INTERIOR WALL IA 1-HR EXTERIOR WALL - WOOD SIDING ' A3. 1 . 01 ' ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:NA FIRE:NR STC:N/A ASSEMBLY:N/A FIRE:NR STC:N/A ASSEMBLY:UL-U356 FIRE: 1-HR STC:N/A 02018 OTAK,INC. BEARING If this drawing is not 24"x 36",it has been - reduced/enlarged.Scale accordingly. DOOR SCHEDULE NOTES HMI SET:01 DOOR SCHEDULE NOTES Otak . •DOOR SCHEDULE - BUILDING 3 hIR[PntN CATALOGNUMBER FINISH MFR 5681 a.5 X 4.6 NRP 61;22NE 1 EA CLASSROOM LACK AL7OPD NEP 826 SCH 1 EA SURFACE CLOSER REG OR PA AS REQ 989 LGN 1450 OPENING DOOR FRAME 1 EA WALL STOP w5007cvx ego NE 1, ALL DOORS SHALL HAVE LEVER HARDWARE.UNO 8. INTERIOR HINGED DOORS OTHER THAN FIRE DOORS ' DOOR NO LOCATION WIDTH HEIGHT TYPE MATERIAL FINISH MATERIAL FINISH HARDWARE k FIRE RATING COMMENTS WEATHERSTRIP BY DOORFRAME MANUFACTURER SHALL HAVE A MAXIMUM OPENING FORCE OF 5A LBS LocKSET AND t:t.osER REQUIRE 6•STu.H ANa TOP RAI 2. ALL STAIR AND UNIT DOORS SHALL BE SMOKE HW SET;02 PROTECTED IN ACCORDANCE WITH OSSC SECTIONS ( 2 N). Ota k Architects, Inc. _ 3-101A LEASING 3'-0« 8'-0« C ALUM BRONZE ALUM BRONZE 1 QTY DESCRIPTION CATALOG NUMBER FINISH MFR 716.5.3.1 AND 716.5.7.3. 9. SLIDING OR FOLDING DOORS OTHER THAN FIRE 808 SW Third Avenue, Suite 300 3-1016 LEASING 3'-0" 8'-0" C ALUM BRONZE ALUM BRONZE 2 4 EA . HINGE 56614.5 x4.5NRP 652 NE DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF Portland,OR 97204 1 EA CLASSROOM LOCK ND70PD SPA 626 BCH 3. EGRESS DOORS SHALL BE READILY OPENABLE FROM 5.0 LBS 3-101C LEASING 3'-0" 8'-6". C ALUM BRONZE ALUM BRONZE 2 1 EA OH STOP fags 630 GLY (22.2 N). main 503.287.6825 THE EGRESS SIDE WITHOUT THE USE OF A KEY OR 3-102 OFFICE 3'-0" 8'-0" C ALUM • ' BRONZE ALUM BRONZE 3 . 1 EA SURFACE CLOSER 1450 REG OR PARS REQ 689 LGN www.otak.com 3-103 PARCEL 3'-0" 6'-8" A HC WOOD PAINT WOOD PAINT 4 CHILDPROOF 1 EA WAu-STOP 06/407cuX 630 NE SPECIAL KNOWLEDGE OR EFFORT. 10,WHERE PROVIDED,THRESHOLDS AT DOORWAYS i EA RAIN DRIP 11A A ZER SHALL BE 1/2 IN MAXIMUM IN HEIGHT. CHANGES IN 3-104A MAINTENANCE 3'-0" 6'-8" A SC WOOD PAINT . WOOD PAINT 5 20 MIN. 1 EA DOOR SWEEP 8198M AA ZER 4. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34 LEVEL GREATER THAN 1/4 INCH IN HEIGHT AND NOT 3-1048 MAINTENANCE 10'-0" 11'-0" F HM PRE-FIN HM PRE-FIN 6 1 EA THRESHOLD 65A-223 A ZER INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE MORE THAN 1/2 INCH MAXIMUM IN HEIGHT SHALL BE WEATHERSTRIP BY DOOR/FRAME MANUFACTURER 3-105A COMMUNITY 5'-63/4" 8'-0" I ALUM .. BRONZE ALUM BRONZE 8 VERIFY WIDTH LOCKSET AND CLOSER REQUIRE 6"STILE AND Top RAIL FLOOR. BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 01:) 3-105B COMMUNITY 3'-0" 8'-0" C • ALUM BRONZE . ALUM BRONZE 9 HW SET;03 . 5. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM . 11.SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR 3720 4% 3-105C COMMUNITY 3'-0" 8'-0" C ALUM BRONZE ALUM BRONZE 9 QQ1YY PTKR4 CATALOG NIANBER FINISH MFR . 4 EA r�i � 5k381 46 x 4.5 NRP c�2 rv� AN OPEN POSI"f10N OF 90 DEGREES,THE TIME HEAD DETAIL. BRIAN R.FjEEN�' 3-105D COMMUNITY 3'-0" 8 -0" C ALUM BRONZE ALUM BRONZE 9 i EA CLASSROOM LOCK ALIOPD NEP 626 SCH REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION 3-106A :- FITNESS 3'-0" C 8'-0" C' ALUM BRONZE ALUM BRONZE 10 •. 1 EA WALL STOP WS4OS/407CVx 630 NE . OF 12 DEGREES SHALL BE 5 SECONDS. 12.SEE 6/AX-8.14 FOR BYPASS DOOR HEAD DETAIL • • 3-1066 FITNESS 6'-0" 8'-0" I ALUM BRONZE ALUM BRONZE 8 WEATHERSTRIP ST DOOR/FRAME MANUFACTURER • PORTLAND,OR LOCKSETAND CLOSER REQUIREa•STILE AND TOP RAIL 3-106C FITNESS 3'-0" 8'-0" C ALUM BRONZE ALUM BRONZE 2 6. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT 13.SEE 7/AX-8.14 FOR BIFOLD DOOR HEAD DETAIL . � • 3-107 STORAGE 3'-0" 6'-8" A SC WOOD PAINT WOOD PAINT 11 20 MIN. WA SET:IH FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR OF 0 QTYIPTION CATALOG NUMBER FINISH MFR SHALL MOVE TO THE CLOSED POSITION IN 1.5 14.SEE 7/AX-8.01 AND 6IAX-8.01 FOR TYPICAL EXTERIOR 3-108 MECH 3'-0" I 7'-0" A .HM . PAINT HM PAINT 12 3 EA U1N(E 6813145X4.514RP 652 NE SECONDS MINIMUM. HOLLOW METAL HEAD AND JAMB DETAIL AT FIBER 3/29/2018 3-109 POOL STORAGE 3'-0" 7'-0" A. HM PAINT HM PAINT 12 1 EA STOREROOM LOCK ALBOPD NEP 626 SCH CEMENT. 1 EA SURFACE CLOSER 145010" OR PAM REQ 689 LCN 7. FIRE DOORS SHALT.HAVE THE MINIMUM OPENING STAMP 3-110 POOL EQUIP 6'-0" 7'-0" B HM PAINT HM PAINT 13 I EA DICK PLATE • 84001t'x 2^Law B-CS 1330 NE 3-111 RESTROOM 3'-0" 6'-8" A HC WOOD PAINT WOOD PAINT 14 1 WALL ' Ilvs40a/aa7CV'X Ne FORCE ALLOWABLE BY THE AHJ. 15.SEE 6/AX-8.02 AND5/AX-8,02 FOR TYPICAL EXTERIOR a EA GASKETING 488FSBK PSA BK ZER HOLLOW METAL HEAD AND JAMB DETAIL AT WOOD 3-112 RESTROOM 3'-0" 6'-8" A HC WOOD PAINT I WOOD PAINT 14 I SIDING , 3-113 JANITOR 3'-0" 6'-8" A WOOD PAINT WOOD PAINT ' 11 OW ET �RIPTroN CATALOG NUMBER FINISH MFR - 3-511 . POOL GATE 3'-0" 6'-8" IA WROUGHT IRON PAINT . ' WROUGHT IRON PAINT 15 !PART OF POOL PERMIT 3 EA HINGE 58814.5 x 4.5 NRP 652 NE ..nm.---1.11:1--Lt,. 3-S12 MAINTENANCE 3'-0" 6'-8" IA I WROUGHT IRON PAINT WROUGHT IRON PAINT 16 PROVIDE LOCK 1 EA STOREROOM LACK AL8OPD NEP 626 BCH 3-S13 POOL GATE 3'-0" 6'-8" IA WROUGHT IRON PAINT WROUGHT IRON PAINT 15 PART OF POOL PERMIT 1 ISA KICK PLATE 84001osEa 1450 lo r L 88-6 A AS RED 30 3-514 POOL GATE ' 3'-0" 6'-8" IA WROUGHT IRON PAINT WROUGHT IRON PAINT 15 PART OF POOL PERMIT 1 LTA WALL STOP WS41X1/407 NE DBG P R O P E R T I E 3 EA GABKETWG 488FSBKPSA BK ZER LLC 1 EADOOR SWEEP . 8192AA AA ZER • 1 EA THRESHOLD MSA-223 A ZER WINDOW NOTES SCHEDULE ABBREVATIONS HW SET:06 QTY DESCRIPTION CATALOG KI N4 SER FINISH MFR HC-PHB HOLLOW CORE PRIMED HARDBOARD HARDWARE BY MANUFAC rx R CONSULTANT GYP BD GYPSUM BOARD . HW . . 1. SEE 17/AX-8.01 FOR WINDOW INSTAL-CATION SEQUENCE OTY • CATALOG NUMBER FINISH MFR MDF MEDIUM DENSITY FIBREBOARD 2 EA ../�.1 I� 112XY 628 NE 2, SEE SHEET AX-8.01 FOR WINDOW SILL AND HEAD MFR MANUFACTURER 1 EA DEADLOCK MS1860S x �_B62$ ADA DETAIL AT FIBER CEMENT AND AX-8.02 FOR WINDOW PRE-FIN PREFINISHED 2 EA FSIO CORE 234330 62e SCH PRE-PR PREPRIMED 2 EA FSIC CORE 23.030 - 626 SCH SILL AND HEAD DETAILS AT WOOD SIDING SC-PHB SOLID CORE PRIMED HARDBOARD 1 SET BOLT 4015 X4085 603 ADA 1 EA EXIT ICATOR 4089 I;za ADA 3. SEE SHEET A0.11 CODE SUMMARY SHEET FOR 2014 2 EA PUSH/PULL BAR 919C410-14E-NS 630 OREGON STATE ENERGY CODE GLAZING U-VALUE AND ' 2 EA CH STOP S FIO1.DER 1OOK 11.30 GLY 2 EA SURFACE CLOSER 44050 EDA 689 LCN SHGC REQUIREMENTS 2 EA DOOR SWEEP - 6198AA M ZER . 1 EA THRESHOLD 85A-223 A ZER WEATHERSTRIP BY DOOR/FRAME MANUFACTURER 4. PROVIDE SAFETY GLAZING IN HAZARDOUS LOCATIONS - CLOSER REQUIRE 6•TOP RAI. PER OSSC 2406.4 HW SET 09 5. EGRESS WINDOWS ARE REQUIRED IN EACH BEDROOM OW { SS�:aar CATALOG NUMBER FINISH MER PER 1029 SIZE AND DIMENSIONS TO MEET REQUIMENTS 1 LA S f12x1rr:Pr' 828 TVI; IN 1029.2 1 EA POWER TRANSFER EPTCO CON 689 VON 1 EA ELEC PANIC HARDWARE RR-EL 25rR44L-OP-CON 630 FAL 1 EA RIM CYLINDER ' 20-057 ICA 826 SCH 0 ROOK' FINISH SCHEDULE - BUILDING 3 1 EA FSIC:CORE 23.030 626 SCH . 1 EA 90 aero OFFSET PULL 619 10^STD 630-316 INE 1 EA OH STOP 1005 0 630 GLY S . FINISH 1 EA SURFACE CLOSER 4060 EDA 689 LGN ROOM FLOOR MATERIAL/ 1 EA DOOR SWEEP 8198AA546A . AA ZER NUMBER ROOM NAME FINISH BASE MATERIAL/FINISH i WALL MATERIAL/FINISH 1 CEILING MATERIAL/FINISH COMMENTS 1 EA WTIRE HA LD CON-192 A ZER t EA WIRE HARNESS CCI-192 SCH 1 EA WIRE HARNESS CON4LW SCH , 3-101 LEASING CONCRETE 6"RUBBER GYP BD I PT-4 GYP BD/PT-4 1 POWER SUPPLY ACCESSPC914 x3ONT OL-WORK VON CONTROI.-U�iK OF DIVISION 28 3-102 OFFICE CONCRETE 6"RUBBER GYP BD/PT-4 - GYP BD/PT-4 WEATHERSTRIP BY DOOR/FRAME MANUFACTURER OPER3-103 PARCEL . SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 PANIC AND CLOSERS CONTROL 6 OR TIME AND S. PANG AND CLOSER REQUIRE L•STYE TOP RAIL 3-104 MAINTENANCE CONCRETE 6"RUBBER EXT GYP BD,PT-4 ' EXT GYP BD,PT-4 HW CO 3-105 COMMUNITY CONCRETE 6"RUBBER . EXT GYP BD,PT-4 GYP BD/PT-4 sLrr 1° CITY 0, '� IP71UN CATALOG NUMBER FINISH MFR 3-106 FITNESS SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 4 EA 56614.4x4.6NRP 652 NE Inimm 3-107 STORAGE SHEET VINYL 6"RUBBER GYP BD/PT-4 GYP BD/PT-4 1 EA CLASSROOM LOCK PD 1450 RE SPA 826 SCH is 1 EA SURFACE CLOSER f 450 REG OR PARS REQ 689 LCN 3-108 MECH SHEET VINYL 6"RUBBER ' GYP BD/PT-4 GYP BD/PT-4 I EA WALL STOP W8406/407CVx 630 NE - CONCRETE • 6"RUBBER EXT GYP BD,PT-4 EXT GYP BD, PT-4 ' WEATHERSTRIP BY DOOR/FRAME MANUFACTURER LLI 3-109 POOL STORAGE I L{�KSE7 AND CLQS�f REQUIRE 6•STILE AND TOP RAIL 3-110 POOL EQUIP CONCRETE 6"RUBBER EXT GYP BD,PT-4 I EXT GYP BD,PT-4 - 3-111 RESTROOM • SHEET VINYL 6"RUBBER WATER RESISTANT GYP BD/PT-6 I WATER RESISTANT GYP BD/PT-6 D SET:11 CRIT[QN CATALOG NUMBER FINISH MFR 3-112 RESTROOM SHEET VINYL 6"RUBBER .' WATER RESISTANT GYP BD/PT-6 I WATER RESISTANT GYP BD/PT-6 3 EA HINGE 58814.5 x 4.5 NRP 652 NE 3-113 JANITOR SHEET VINYL . ' 6"RUBBER WATER RESISTANT GYP BD/PT-4 I WATER RESISTANT GYP BD/PT-6 ' 1 EA STOREROOM LOCK AI.60PD NEP 626 SCH 1 EA KICK PLATE 84001{Y`x 2•LE11A/8-CS 830 NE f 1 EA WALL STOP 4 8FSBK PSA BK63INE I , !I 3 EA GASKETING 4SSFS13K ASA BK ZERII< W I NOTE:ALL INTERIOR FINISHES TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION I OT SET:12 IL .J QTY t?EjlPTION CATALOG NUMBER FINISH MFR 3 EA I(INN ALEI+ILS x P5 NRP 626 IVH Q 1 EA STOREROOM LOCK AL,B�D NEP 628 SCH . 1 EA SURFACE CLOSER 1250 REG OR PAM REQ SUM 689 LCN 1 EA WALL STOP W8408/407CVX . 630 ' INE C W FINISH SCHEDULE 1 EA AIN DRIP 11A A ZER CO 3 EA GASKETING 8198AAK PSA BK ZER PRODUCT NAME f I EEA THRESHOLDOOR D 65h2223 AA ZER ZER CNIW N CODE PRODUCT MANUFACTURER NUMBER SIZE COLOR/FINISH COMMENTS HWSET:13 Y N M OTY IPTItN+I CATALOG NUMBER FINISH MFR `e 8 EA ��Gj 68814.6 X 4.5 NRP 830 NE 1111 N r'-Z CPT-1 CARPET INTERFACE PRIMARY STITCH - 102416 HEM 2 EA MANUAL FLUSH BOLT F13458 sea WE _ = (t 0 CPT-2 CARPET INTERFACE PRIMARY STITCH - 102417 FRENCH KNOT/ACCENT 1 EA DUST PROOF STRIKE DP2 els NE 1 EA STOREROOM LOCK "LEWD NEP 626 SCH LIEN = O Z PT-1 PAINT BENJAMIN MOORE REFER TO SPECS - 2166-10 GOLD RUSH/REFER TO SPECS 1 EA SURFACE CLOSER . 1250 REG OR PARS REQ SUM 689 LCN PT-2 PAINT BENJAMIN MOORE REFER TO SPECS 2128-10 BLACK BEAUTY/REFER TO 2 EA WALLSTOPWS4OS/4OTCVX CO NE C Q SPECS 1 EA RAIN DRIP 11A A ZER 3 EA GASKETING 488FSBK PSA BK ZER J PT-3 PAINT SHERWIN WILLIAMS REFER TO SPECS - SW 7063 NEBULOUS WHITE/REFER TO i EA ASTRAGAL 43SP SP 'ZER = 0 Q SPECS 2 EA DOOR SWEEP • 8196AA AA ZER 0 PT-4 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY f EA rttRESIfS 65A-223 A ZER N- 1 CO PT-5 PAINT OWNER TO SPECIFY - - OWNER TO SPECIFICY HW SET:14 52 NE SR-1 SHEET RUBBER ARMSTRONG R8C26 18 1/8"x18 1/8" PUDDY/RAISED ROUND • OTY ktNt N CATALOG NUMBER I R 3 EA 661314.5 x 4.5 MP 0f/52 INE TITLE TILES 1 EA PRIVACY LOCK WITH OCCUPIED INDICATOR 19456P 1744583-363 L283-722 626 SCM - VYL-1 SHEET VINYL ARMSTRONG NATURAL 6'"x31"TILE MYSTIX NEVA NA921 SWEET DREAM 1 EA SURFACE CLOSER 1460 REG ORPAAS REQ 689 LGN 1 IEA KICK PLATE 640010"x 2"LOW EI-t 630 NE # DATE DESCRIPTION CREATIONS 1 EA WALL STOP W8408/4o7CVX Lau NE WD-1 SEMI-TRANSPARENT CABOT REFER TO SPECS 1x8 T+G . . RED CEDAR 3 EA GASKETING 488FSBK PSA BK ZER STAIN S - HNII3ET:13 QTY RR giggl. CATALOG NUMBER PERMIT FINISH MFR HW SET:fi' OW DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA STEEL PAOLOCKKNK-Ka K572F2300 652 SCH BALANCE OF HARDWARE BY GATE MANUFACTURER HW SET:Z.MISC OW DESC f CATALOG NUMBER FINISH MFR 25 EA CREDE 9651 BLK BCE 60 EA CREDENTIAL 96917 BLK SCE 1 EA STRATIS SOFTWARE BY OTHERS BCE REVISIONS 1 EA TRAINING ON SITE AND SETUP SCE 1 EA CREDENTIAL READER MT2OW SCH • MANUFACTURER AND ACCEPTABLE SUBSTITUTES Item: Manufacturer: Substitute: Checker Author RAWNN BY CHEBY / / ,\ / / \ 1. Hinges/Butts: Ives(INE) Bommer,Stanley,McKinney , , , , 2. Track Stanley / / \ / / \ 5 3. Continuous Hinges: Ives(WE) Stanley, Pemko, PERMIT SET \, ( 4. Locks/Latches: Schlage(SCH) None-owner preference. STATUS / ( , i 5. Narrow Locks: Adams Rite(ADA) . None 6. Cylinders: Schlage(SCH) None-owner preference. 03.29.2018 Y \ \ / \ \ • /, 7. Exit Devices: Falcon(FAL) None-owner preference. DATE ' / ' " 8. Power Supplies: Schlage Elec(SCE), Von Duprin(VON) None-owner preference. _ / 9. Flush Bolts/Coordinator: Ives(WE) ABH,Trimco 17052 '`/ \ _ _ \./' 10. Surface Closers: LCN(LCN) S None-owner preference PROJECT NUMBER 11. Stops/Catches: Ives(WE) Trimco,Hager _ A. FLUSH B. DOUBLE C. GLASS G. OVERHEAD I. DOUBLE 12. Overhead Stops: Glynn Johnson(GLY) Rixson SWING FLUSH SWING SWING GARAGE DOOR GLASS SWING 13. Push/Pulls: Ives(WE) Trimco,lice - • 14. ' Kickplates: Ives(INE) Trimco,Tice, • 15. Weatherstripping/Gasketing: Zero(ZER) NGP,Pemko, � 16. Door Bottoms: Zero(ZER) NGP,Pemko DOOR TYPES 17. Thresholds: Zero(ZER) NGP,Pemko @ 2018 OTAK,INC. 18. Silencers: Ives(INE) Trimco,Hager - SCALE: 1/4"=l'-0" 19. Power Transfers: Von Duprin(VON) None-owner preference. If this drawing is not 24"x 36',It has been reduced/enlarged.scale accordingly. SLAB PLAN LEGEND otak. 1,..6 SPOT ELEVATION ID 41111) ED 3.4 '1— . iiill.t.fileA lihic SLAB OPENING Otak A • `tects, Inc. x I 62'-0" I Po land, OR/ 808 S ' Thi Suite 300 26'-0" ,, 18'-8" 17'-4" L o m n 503.287.6825 • FD FLOOR DRAIN www.otak.com I I I I SLAB PLAN NOTES ` 16'-7314" �y 5'-0" ,L ;,,� 2'-9" 1. SEE STRUCTURAL FOR 372; 3.A - _ \ \ II \� — �, ,!� FOUNDATION FOOTINGS 61 . FLEENER AL \\ ,r-- r 2. SEE CIVIL FOR PAD ELEVATIONS • g � RI#tT�.AI�D,(}R r� �, 3. SEE CIVIL FOR LIDA PLANTER „:1111141111100.6;461/4 ca WALL ELEVATIONS 8'-g,� \ \ p• �► 4. FLOOR SLOPES AT 1%UNO 3!2912018 1 to c \ STAMP 6'-4314" cvF .r a,�- 2 314" , \ �-- o I I F INSTALL DRAIN FOR J ''`� l � - r EXTERI PERPO R SHOWER DBG PROPERTY ` ' II II PER POOL C 3'-6" 4'-3" ,...r - .'-6" L CONTRACTOR LLC \ . b -IL \ 6"CONCRETE CURB AT THE EXTERIOR SHOWER WALL. CONSULTANT r- ALIGN WITH SLAB I . Et °' � CUT OUT t'7 tai 3.B — 4.---- - \\:\ -- — - --- . --- — — — — — • 1 — — — — \ ❑ FORVFUTUREOUT POOL - 3112" I 114^ EQUIPMENT INSTALLATION ti \\\\\ T-11112" ' 8'-0" 1. crs I 1 I EXTENTS OF BUILDING SLAB CV ti i O \ 1 N I Cn ! I C-3--' 1 Z TYP 3 00 SITE KEY PLAN W 2 411) — 1 \\\\:\\\ 1.1..1. ,,_ — - \ 0 . .. ce \ \\ 1 I '! ,,,,,,, i'�� stir;:-\J I< a O\ \ 1. r- CL Z W- 91/2" r ti' '� 1 Cl.. \v •,�,�. '.• , ,' - ` BLDG 5., / COCC • 6"CONCRETE CURB '�-' -� 1 N \ 1 FD • - - • i co N ` 4 ..BLDG 1 BLDG 2 BI.ei A G 4. L BI.,D 16 `�r. ` I ' _ 86 eD - ..---- - 111%141111\ _ •. 1 4 I TITLE a, # DATE DESCRIPTION kr ::: \ . N I I to (111? _ , _ \ _ \\ , I REVISIONS I Acthar Checker DRAWN BY CHECK BY 4� I I PERMIT SET c.';-1 ' STATUS 03.25.2018 DATE 17052 (11) e PROJECT NUMBER A3.2 . 00 _ ate_ _ \ I — — — _ 1 0' 2' 4' 8 0 I i I 0 2018 OTAK,INC. 1 SLAB ON GRADE PLAN !f this drawing is not 24"x 36", it has been I reduced/enlarged. Scale accordingly. ' 3-2,04 SCALE: 114"= 1,-0" 411 (© @.i.2 (ID 3.4 8'-103/462'-0 STEEL FENCE WITH GATE-BLACK FLOOR PLAN NOTES PAINT FINISH (PART OF POOL PERMIT) 1 26'-0" I 18'-8" 1T-4" Cltak R RETAINING WALL, 1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUD _diiii00241•iinitiel 166. FIRE PIT �11-8;, 16'-3" -�_ 6'- 10 1/4" 2 314" 8'-4 314" • I SEE CIVIL AND EDGE OF ROUGH OPENING UNLESS OTHERWISE .�, - . - • w - . - - _ - -d .. � . . .. N.' :,� • `• • • . ;a "! -4 • i ' •-• _ , - • •d ' ' NOTED. d , ter•• . - _ -e - s • - 1-r .•d'- '� ...a.- .• +'. - i - - •*_ `f. • ' - 4. •'* • ' s - * d 4-• . - �i f' 6•d d . X .-. �1- -• t *,_ a .4. .•%`.- - °'- r •s.-4'' ... ,'. f *. • '1 • .• 'd_• . d: - ... '� d4 •' •�d' - .` e _ d '' 2. FOR AR CHITECTURAL ABBREVIATIONS & SYMBOL Otak Ar r ects, Inc. 3-S12 3411 LEGEND SEE SHEET A3-0.01. I I , 808 S Third A -nue, Suite 300 CONDENSERS-VERIFY I I 3. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE Po ' :nd, OR 97204 •• (( 7 WITH MECHANICAL SHEET A3-1.01. ma' 503.287.6825 www.otak.com ® 4. SEE SHEET A3-1.11 FOR ROOM FINISH SCHEDULE AND • STEEL FENCE- N - I BLACK PAINT A3-3.011 EXTERIOR SHOWER FOR DOOR AND WINDOW TYPES AND SCHEDULES. a, 6%. • • FINISH � I { 5. SEE 8/AX-8.11 NON-RATED WALL INTERSECTION • DETAILS AT 1-HR WALLS. 1 __ ROOF LINE ABOVE, TYP ' • 372 ____ _ v -__ _ _ ___ __ _ _____ _ 6. SIDEWALKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN 0 -3)-: A o 0 3A AX® i ON PLANS. WARP CONCRETE AT WALLS AND COLUMNS '" BRIANR. �' � A5 SHOWN TO FORCE WATER TO MIGRATE AWAY • • I FROM AND AROUND WITHOUT EXCEEDING 1.5% PORTLAND,IN?< t° 4= it:. t I i MAXIMUM SLOPE. 0 OF 0 ..{ 3-107 � � i 7. COORDINATE LOCATION OF FIRE EXTINGUISHER • IAgh { 6B POOL 26B� FD cn CABINET DETAIL WITH FIRE MARSHALL AND PROVIDE 3/2912018 _ I j FD �. ¢ 1 UL-RATED TYPE ABC FIRE EXTINGUISHER WITH 10 -8.03 STORAGE MECH STORAGE POOL EQUIP 1 _ POUND NOMINAL CAPACITY AND AMMONIUM STAMP ~'- _- FITNESS 13-107 1 13-108 I 1 3-109 I 13-110 I I • i'.. Z PHOSPHATE-BASED DRY CHEMICAL IN 0 a MANUFACTURER 'S STANDARD ENAMELED CONTAINER. DF 3-106 I 8B - 18" ,211/4" 0112" 18" Q 25 8'-0 3/4" 25 •�` { 8. FOR MECHANICAL SYSTEMS & EQUIPMENT SEI= N `° I MAX I I I MAXI . MECHANICAL DRAWINGS. --"Id -L -' :: o e I -.m,•,.. -�• . ° - °!!!. I Mari. •r 9. FOR ELECTRICAL LIGHTING &EQUIPMENT SEE L G O •.. 1 inlC°3 ELECTRICAL DRAWINGS. '3-1068I I I ! r r .. i i TV-PROVIDE BLOCKING- 000 p sl �' { REF - I �i iLI DW -- i MOISURE 10.FOR FIRE SPRINKLERS SEE FIRE SPRINKLER LLC I MOISURE RESISTANT �� JANITOR _ 1A i - i I 1`,, I URESISTANT DRAWINGS AS APPROVED BY FIRE MARSHAL. ;' I f 5`-0"` GYPSUM 3 GYPSUM 3-113 ; b '$ { 1 FD FsI' ¢ 11.OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL, FRP PANEL OVER _ 1Q A3-6.01 1B i i I� r I___ SECURITY CONTROLS AND ELECTRICAL RECEPTACLES CONSULTANT 6B 1 L... GYPSUM OFD r 23 1 I SHALL BE MOUNTED BETWEEN 15"AND 48"ABOVE A3.8.03 TYP \ 1_C f I -� -` '• i- I i FINISHED FLOOR AND ELECTRICAL PANELS TO BE - - ¢ I II •'-` 22 A3-8.01 • - _ 2' 'A3-6.01 2B m I LOCATED WITHIN REACH RANGE OF 48"ABOVE r FINISHED FLOOR TO HIGHEST CONTROL AT GROUND • 4 �,I J Q r�'- I I � ._: J c4 MIRK kr FLOOR UNITS. is) "' 7 bi cn 3-113 ; ; ® C -- r 2D `'' 1 ' ' .„.-.,, -- I '26A---1 _..ri c+� - I `�' 12.FOR FLOOR ELEVATIONS SEE SITE DEVELOPMENT - - .. �� -- - -------- -_ - _ I.� _� - - - - DRAWING PACKAGE. 10 4 8 ' 0 i SWIMMING 13.SEE DETAIL 101 AX-8.11 FOR INFORMATION REGARDING A3-8.03 / \ ! A RESTROOM RESTROOM = A�•43 POOL DECK POOL JUNCTION BOX PLACEMENT AND DETAIL 121AC-8.1 FOR s' A3-6.021 A3-8,03 PLUMBING PENETRATIONS FOR ONE HOUR RATED TYP �� ' OPP I 11 3-112 13-111 .,-- L. WALLS. FI3 - - . , I._ -- i ! 14.SEE 1/AX-8.12 FOR TYPICAL INTERIOR WOOD DOOR �, 6'-8 3/4" •, 6'- 1" r 5'- 10 114" 8'-9 112" �� 8'-6 314" I� I FRAME DETAIL(AND HINGE JAMB DIMENSION). -r. . • I COMMUNITY I3-105A it _ �_ STEEL FENCE a'-�' AND GATE-BLACK I 4 3-105 I _ _-..__-. i f & PAINT FINISH 1 1 o 1". P- - . ; ;t TV-PROVIDE N J i BLOCKING 1 { __ •3-4.0 I tI I AM r Cl) A3-8.03 2 i3-105D; -- 1 `d" A3-4.91 � i 1 � { ' =• i A3�.92 LLI a ,, , , MOISURE RESISTANT 1'- 101/4" I 6 3 SITE KEY PLAN / GYPSUMINALLWALLS Eal { A3463.03 A3-8.03 f ---- OF MAINTENANCE r;� 1 TYP ' ROOM - • - kj...... . I . IN . (111)) En' r -- ¢ �� j 6 i o I i '�• 1114C /` _mom • 3 O O 701; a Li ill` 1 N i _S O i*7 -. \ / `� 1 i STEEL FENCE WITH GATE ;, , ` y • .CZ•, �- 4 A \ / ! ® : A3-6.0 i A3-8.03 -BLACK PAINT FINISH . • S-' •-�,� / a \ / 1 B v I '_-- - (PART OF POOL PERMIT) � ��' '- f 0 I _--_- I -- U) CL 3-4.1 ji 1 - :' o'• ``. 'c','�.-L BLDG 5• / ❑ \ / 1` _ „ ;, �`Wit % �, ffi Cr) 0 - - / \ MAINTENANCE Ax-43.11 �. �- - . ; I J Y N LL A3-3.01 2 / \ I A3 8.03 '. """...�. I . _ _ ] N ti C'7 t i - p� 3-104 O.M. ©' I `:�= L�J..,BL�C'2 = gL; _BLDG 4 BLDGfi W Z n / I CHAIN DOWNSPOUT � _-._...-.____--- _ __ A__.- �� D x 0 / \ ( ✓ I FEC ; r l� - 0 Z Alek8'- 3" N 10'-8" BLACK RIVER PEBBLES, A3 8.01 / / '� \ T SEE LANDSCAPE PLAN - W Imo % Zsj Q 1 10 2 143-3.-.C) 0) 0 A3-8.03 A38d03 CHAIN DOWNSPOUTA3-4.11 r� 3-104A ~ ~ m •••47" 3.D - - ( ) l ® PLAN LEGEND TITLE la, - rill El ..A # DATE DESCRIPTION C v M k__. .r.• '' _ WALL WITH MOISTURE °:A OFFICE )" RESISTANT GYPBOARD - I 4 A3-4.12 COURTYARD ---- WALL WITH FRP. INSTALL FRP UP IN- 3-102 I 2 A3-6.021 .:J '' SEE LANDSCAPING PLAN TO 4'-O"HEIGHT WITH MOISTURE PARCEL i RESISTANT GYPBOARD ABOVE. -' 13-103▪i. J wH. 4111 f-\ } - - �► - - - • r - -p- „.._________..., - - � REVISIONS r/ }. ._.__ 3-101B3-1010 i1Ark iM i A3-8.03 0,- - ( 21 Author Checker �' _- - DRAWN BY CHECK BY I PERMIT SET v ---- -" - -" '• LEASING ' STATUS M 3�.0 V3-101 1 03.29.2018 2,1 i DATE 7'- 0" 17052 - 6'-0" -1'-01, le .` PROJECT NUMBER t 4 i i 0' 2' 4' 8' 4" � _ '.-_ A3-8.43 Ile 11'-4- .4.-- i. IIMIIMMMIIMilli A3-2 . 01 rt ---� - ©2018 OTAK,INC. � I _ • �.._'? �. .'.�[�_ ,_?'1�t'i.e�.1�.•u''�.,a.,��....�. ._d.,�i.Li�s`.-r*.�''�.,_-.s;m.z`��:.:.` _..�ts�:,.i.�;_i '.__, -,..e1'"!�.i��,.-,-t1•<_. .�s 0 I 1B I 2 1 FIRST FLOOR PLAN if this drawing is not 24"x38"it has been $. reduced/enlarged. Scale accordingly. A3- 03 r 1 A3-3.021 • 3-2.0 SCALE: 1/4"= 1'-0" • • is 3.4 ROOF NOTES otak 71'- 11 1/4" 1. VAPOR BARRIER AT INSULATION TO BE LOCATED ON A. .- .• WARM SIDE OF INSULATION. 1,- 111,2"____ 26'-0" 18'-8" 17'-4" 8'- IP •° •P -il • •° 2. SEE 6/AX-8.06 FOR PIPE PENETRATIONS. II I I Otak A '' - . ects, Inc. N 4/311'4 A A3-3.01 3. WALK PADS TO BE PROVIDED FROM ROOF ACCESS 808 S Third A -nue, Suite 300 DOOR TO ALL MECHANICAL EQUIPMENT(VERIFY Port :nd, OR 97204 IN 1 LOCATION OF ALL EQUIPMENT PRIOR TO PROVIDING mai 503.287.6825 •11 az N46 *.r LAYOUT) vww.otak.com X,94-3-7 -At--1.1A.41-,,kc-L-e-','--AW-c -11 -/,94".,; •;':JQ-1-;, ,1-611,4,cfL;-e-':1/•-n'-;xi, -,144-?Vc9egv,V4c-›-r/..,?--/QTA/aA,4 kCetiAt''.1:A4-',.`"4:- 9.14:- 9/Pe (e) Y4:3›:" 'PNC- 4-7.L).'11Y4?y'\4-)41-scAli-,•: 9V- 2er:2 ;Ad ;),•4"V-V- i'el-l'-"Yoi-A./°•:•-/-c:' ,.- 4. AT ALL DOWNSPOUT LOCATIONS PROVIDE A y•-,-1- T,,- -,4- ILA...-. x...4....", i .J,4 ./ 'r y 2- sf.-4. r •...-? ).,, kii../.,;_i_ 7.,...1-+.. c....r.61J,, , ,,illirki.1Q__I,..., ,,,, ,..19,.1.„ ,./.J,_,R.,..:4 ti. .,,,i •...., 'i.z.,A,:z. ,,,,s,„:, ..f.o-r-L..r.„ 7.7,j,...:,Q,=„4„ ,. . .4 ± ii, 41,71 !pr._ Aft d Lex.a.j..,tic.,.. , , 3.A - ----- , • It ',-11,--_,Ie`' ' -4 ' '.1.- ''-r+,7s-Nr". -,-1-14r '2:4/. -VI. r-rd .,as; Tir , ..t t` .:.\...".-1. HY , ./. 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H-----El ,_- 1 I__-1 i 1-----, 1 1- . 1 i I-- •,.i-,, I STANDING SEAM METAL ROOF I k'54:14J-Iii-111 I I 11 111 III III .1 ; 3 _LII 11 : I ' 11,-;, • I 1 III Lli I 1 1 1 1 "5 ,;41 III-HI-II ' 1 5 1 1- ; / • _____111 , , ,_11 , , , ,_111-71_1 ! , , i___Hi i ,- : , ____L;1 1 , 1 . iv --Ii . ,,..—, ____. 1 !—, , i - -7-7. 1 -71 , i--TT 1 177" T„ , „PLUMBINGVENT-VERIfrY ___1 , 1 ___.-1-- -TTLI_- 3,t2,..,,ce"-,--T.L......Li : 1_, i 1_1 . PLUMBING VENT-VERIFY HI 1 II I I , !-- _ , MEMBRANE ROOF SEE ASSEMBLIES O• v:2\ -It. 1 =1 1=1 1- 'H t , I 1 1_ 1 1._ 1 _i 1WITH_RLUMBING' , , 1 :i 1 1-1 , , , . 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SEE 8/AX-8.03 FOR TYPICAL SEALANT JOINTS. www.otak.com 2'- 1 1/4"-_-,-;----_, ,, 13'-7 3/4" 23'-8 3/4" L 20'-7 112" �, 17'- 0" �, -2'-1 112" 5. SEE 6/AX-8.06 FOR TYPICAL ROOF PENETRATIONS. 6. SEE SHEET AXI-8.11 FOR DETAILS AT ELECTRICAL ©� A3-4.11IMP 44111'i Ali �, 3� GREEN ROOF SYSTEM LIGHTS, COMMUNICATION PANEL AND EQUIPMENT. ® 372 7. SEE 7/AX-8.05 FOR SADDLE FLASHING DETAILS AS I NEEDED. . :RIAN R.FLEENER = - [ - - - _ ROOF BUILDING 3 8. SEE 6/AX-8.06 FOR ELECTRICAL AND MECHANICAL ._ _ % N _ . 41 0 _ a _ 18 8112 - ... _.... _ .; - ,_ ... ....-.---� -.� -.. -.-. -- _ ":"--"--'_..7-17.---::.47-'. 7-=.-------7-7-.----- PENETRATIONS. 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Scale accordingly. WALL SECTION NOTES Otak 1. TYPICAL ROOF CONDITIONS SHOWN-SEE ROOF PLANS FOR ROOF CONFIGURATION AND PITCH. 4,1 14.1 4.A 2. SEE A1.01 AND A1.02FOR ASSEMBLY TYPE DESCRIPTIONS .aggil...IIIIPIYA Iiiii., + } 3. SEE 91A8.11 FOR OUTLET BOX DETAILS. Oak Ar' I ClS' Inc. I `� I I 808 SW hind Ay; ue, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Porti- id,OR 97204 ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND mail 503.287.6825 INFORMATION NOT SHOWN HERE. .ww.otak.com 5. ARCHITECTURAL ELEVATION OF 0'-0" IS ASSUMED AS 1 I I THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL DRAWINGS. SEE CML DRAWINGS FOR ACTUAL • tBUILDING ELEVATION. 4.,), -8.06 8 3720 I �- - AX-8.06 ;MAN R• .FLEE ER' TO HIGH ROOF ___I_ - - - ! 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TYPICAL ROOF CONDITIONS SHOWN-SEE ROOF PLANS FOR ROOF CONFIGURATION AND PITCH. 2. SEE A1.01 AND A1.02FOR ASSEMBLY TYPE DESCRIPTIONS _....e11111111.11:11Y4 111116. 3. SEE 9/A8.11 FOR OUTLET BOX DETAILS. Otak I CtS, Inc. 808 k Third Av= ue, Suite 300 4. SEE STRUCTURAL DRAWINGS AND BUILDING Port! d, OR 97204 ELEVATIONS FOR ADDITIONAL REQUIREMENTS AND mai-.503.287.6825 INFORMATION NOT SHOWN HERE. .ww.otak.com @I B I 4•C 4.B 4.0 5. ARCHITECTURAL ELEVATION OF 0'-0" IS ASSUMED AS 41101 THE TOP OF SLAB ELEVATION FOR ARCHITECTURAL DRAWINGS, SEE CML DRAWINGS FOR ACTUAL VF BUILDING • ELEVATION. 4. yr 3721 Vol I I { [_1 I BRIAN R.FLEENER TO HIGH ROOF • • - _ - - - - 44,_o" #'RRTLAI D,OR 8 f AX-8.06 OF 0 PROVIDE GYP BRD DRAFT STOPS BETWEEN EVERY 2 I I I1�� I I I • eir j 111 l! III 3129!2018 UNITS PER OSSC 708.4, OVER-BUILD - I__ - I - 1 STAMP AND 718.2. CRICKET SEE - , f --- SEE ROOF PLAN FOR ROOF PLAN _-i �T i 1 LOCATIONS i AX-8J 06 - - - I - I - - TO LOW PARAPET - s, 1 - ___, __ _ T -TO LOW PARAPET - I R1 39'- 10" fFt139 10 1 I , ,, DBG PROPERTIES 41‘ \ .- ' Tt LLC 15 Nalo IA 4111‘ p Ns, fftlf,IPS,AI ,li, its. il / LEVEL 04 TO PLAT. - _ - 1 LEVEL 04 TO PLATE CONSULTANT I - - 35'- 10" ,------�-; 35'- 10' ill 11111 lb lite lie r•' AX-8.15 : 4 4111 FIBER CEMENT • ■I is PANEL • E4. 1 • 49 I - w =4 I I6.1 UNIT 3 BED i 1 UNIT 3 BED UNIT 2 BED CORRIDOR UNIT 2 BED . : - 1 i �4, PROVIDE MINERAL I - _ 41 - WOOL BOARD to i • ' 949 I 40 .. .._,. 1 I DRAFT STOPS AX-8.03 4 -__ -- BETWEEN EVERY •• ' i r •_ UNIT PER 716.3 =4 - TYP I I ® F3 s F2 I EXTERIOR ® i ENTRY f2 ll . -i 1 4! 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HANDRAILS TO EXTEND A MINIMUM OF 12"AT THE TOP 8�• ' w. _ r� 'ortia d,OR 97204 1 0:. ,.. _, OF THE STAIR AND THE LENGTH OF ONE TREAD AT THE main 03.287.6825 _ = BOTTOM OF THE STAIR, SEE DETAIL 5/AX-8.20 otalc.com I I i 5 AX-5.01 5 AX-5.01 4. HANDRAILS TO BE 3'-0"ABOVE STAIR NOSING SEE l11 DETAIL 8/AX-8.20 �r ],6A 5. SEE STRUCTURAL FOR STAIR AND LANDING FRAMING %." F PARTIAL t / . OtI�` = 6. SEE 15/AX-8.20 FOR TYPICAL STAIR IDENTIFICATION 3720' • HEIGHT riiiii:• 26A - I r I -4 314" 4 . y v - _I _ "-4 314" v eU y SIGNAGE DETAIL BRIAN R.FLEENER" + -3'-8"-,,,,‘'- --3,-8"- �- i-- -- ❑ C~9 i_. D 3'-$" , 3' 8 r• cn �- CLR CLR- I 6 w I 6 - -CLR- -CLR- ti w PORTLAND,OR ' J H ou, -] h^ •� _ ._f UN -_ C) - UP PN - t [a 3/29/2018 l _ _ 4 �� STAMP 21 Ali611:' fl - �-- t 21 21 oa . I AX-8.20 I 15 TYP moi_ ---4 �� ,,,j,_,_ .� ,_, . I-21 0 01 - DBGPROPERTIES • LLC L.-- - I U - a...... . . ii- - --., . . irti-nar . 1-• FqiI 111 . 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Author Checker 11-#1tralitt- 111 -111=Ill--EllifliiMi ''-=i ,lrolliffi '-- -MEM_IP r; i.--, . 1 1 . _I ..., . ,...1_, ..d _. .. zii17. . .1.1' .. -- --1 I ' • -7 lirir:L.,.7f.--. 1 -ifirff.--I -.Mli -.I•.--[1•-i mr--.dro.0 7,, w----, ,,..-ii -----1 L-11 -.).ft Y -ritri '----4•'EMR11 :litii,; LMIJt-lki.,,_._._'.. ..,..i,.,-..%,q..7-: AX-8.21 it-r_u_. .--.!m-.1.g...--- . ..._ i - , '.• _11270.5*,1: 1- 11-.7,,.0j0„.,'±-..1...r.L.,---,- :;---':1, .:-..L.r,_. ---13,74 ict"I,7--•:'!- -;•11'---IIV4.11 -1,, .J..-,-_,•-i, MI',"ir_ --: P.-,71-li .-,,141 vircw-,- !4.4it :4 - 1-3 „ DRAWN BY CHECK BY adIlgr b. 10.,.1.-•d_u.,,, _. . 1 - . I -it- •1.. _Ii ,-..4btw-1 ,,..vitu . ,........ i,,...q,--,_. - : Zo . E NOTE: VERIFY ELEVATOR PIT AND PERMIT SET i- j-•,gilr4•, --•-.11,,T, . , .:•__;.._. -*poor 4. )1^r..: 1 7:.-dij j ±1 ! 7 a_ SUMP SIZES WITH --V-" Lir,. ;'SILL- -L.- -: E 't' '' -.3 . .• '---1,-TE STATUS i-- 11fir MANUFACTURER. AI' STAIR 1 Eal . -8.21 106:: -a,:;: - ___-. - --- - ill . 4 ..010Tir -7-4- 7.--. • ,.--117 , 03,29.2018 • ,_ DATE • .81 ? n I Vil gal Up.II •}-4--,1 • - • --11 - !g'. ---='! H --., .:44_13.:pl..: .: 4 1;_ . .....t. , .,.---, •,,--t• .- -1-.1 -:- :;..,71-77:711:.L: Wbk.,, •-: : -A • ... 1- - . • • • . • 0-7 t., I. I , . , , 17052 . ,...akz:',1 Es 1 • - • - - 1 . 1 : I, ' WATERPROOFING -) H• - - - PROJECT NUMBER ' - IWO-T.W.t il-•• ' ...uM100.1M •1 4--;tr.-. 2)(2)(2'SUMP PUMP PIT 11 7.67Triki-ii'; "111 „.11..1F11..L 7..,,„.110k4g7.7 BEYOND A)(• 1.5 , 03 5 MECHANICAL SHAFT SECTION 2 4 MECHANICAL SHAFT SECTION 1 3 ELEVATOR AT TYPICAL LEVEL 1 ELEVATOR CROSS SECTION @ 2018 OTAK,INC. A -5.0 SCALE: 1/4"= l'-O" • -5.0 , SCALE: 1/4"= 1'-0" • _5,0 , SCALE: 1/4"= 11-0" • -5,0 SCALE: 1/4"= 11-0" • If this drawing is not 24"x 36",it has been reduced/enlarged. Scale accordingly. FILLER 30" • GENERAL NOTES - UNITS otak .7 • / �' �`\ / . A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPENING UNLESS OTHERWISE NOTED. I-- , //�� ' B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ,� %_ . - _�\ __ _ ��_ BEYONDOPEN LEGEND SEE COVER SHEET. Otak Ar '• = is Inc. ' ,\. /'- -..\ -�� - \ pp , C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 SW ird Ave *e,Suite 300 `11 V' ��, • ��v�� / \, SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portlari,OR 97204 SHEETS. • main X3.287.6825 / N 1 v.►w.otak.com D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE ---(.3-b--- _ _ �, ~ ~ - N`'. AND F DOOR AND WINDOW TYPES AND SCHEDU S cd ,r` 5- / n n OR LE . CO 0 o E. SEE 1/AX-8.12& 2/AX-8.12 FOR NON-RATED WALL 44*'a _ AIN. 4„ ?.-e‘ o m m ,.- '. INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 3720 FLOORS. \ a. BRIAN R.FLEENER \; ~ ~ OW -.\� F. UGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND \. 4,) elo to _ • • OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE s PC ftTE.APII}, }f1 i `\ �' �\�� .\vim, FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON `� .h , 41ABOVE SHALL BE MOUNTED BETWEEN 15"AND 48" '4441OF 0 . - ABOVE FINISHED FLOOR. 3/2912018 31 1/4" 1. 30" it, 30" 1. 12" 24" I. 24" 30" L 18" �, G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH VERIFY W/MFR VERIFY W/MFR ''VERIFY WI MF STAMP • RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST • CONTROL AT GROUND FLOOR UNITS. 4A 4B �1 H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION ii, N T E R I O 1 �► ELEVATION KITCHEN REGARDING OUTLET BOX PLACEMENT AND DETAILS L 11/AX-8.11& 12/AX--8.11 FOR PLUMBING PENETRATIONS -� �- FOR ONE HOUR RATED WALLS. SCALE: 1/2"=1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC 01 04 J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER 1 01 01 DRYER REQUIREMENTS. CONSULTANT 02 N 02 1 1� ] • �••{ 02 } K. SEE 31AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. 'N-- 12 \ L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES `\ AT ALL FLOORS. • \ M. ALL FAUCETS TO HAVE LEVER HANDLES. r -, M / / ,\ N. WATER HEATERS TO BE STRAPPED TO BLOCKING-TYP -� C) ® 1 \ WALL SEE 6/AX-8.13 1 , 05 , i 1 \ 1 1 c 1111111 -r 1 1 •\ I G , i 1 L J L JLr I J r 1 � I 1 .. , . X. .' }_: \ I 0 . E..........0 VI / c INTERIOR ELEVATION KEYNOTES L - - -- __. r f' 1. SHOWER CURTAIN ROD A� II 16" L 22" •� ' SHOWER CONTROLS. ,f L 2. TUB/SHOWER ENCLOSURE -40' 60" 35112" 38" 15" « 30" 15" J34" ,r 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR " VERIFY W/MFR `f VERIFY W/MFR REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 3A 3B . 3C 3D 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR FA- • 0_ INTERIOR E L E VAT I O N S BATHROOM 5. TOILET PAPER DISPENSER @ 18"-24"AFF Z SCALE: 1/2"=1'-0" 6. 18"TOWEL BAR©48"AFF,PROVIDE BLOCKING LLI - --t23'-5" I. 2 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING EQ EQI' • • 10'-0" ,, 12'-8 314" ,, 10'-81/4" r v_ EXTENDED DECK - ,� EXTENDED DECK 8. REMOVABLE CABINET,CONTINUE FLOORING r t i-- -- - ABOVE WHERE IT r `- -,� WHERE IT OCCURS UNDER CABINET.SEE 2/AX-8.11 LK E ` OCCURS i . A N GUARDRAIL WHERE 9. BASE AND WALL AND FLOOR FINISH CONTINUED 14C C..) -8.0 t i c s i IT OCCURS BEHIND APPLIANCE 1 OVERBUILD SLOPE )... a. LL` ' 10. RANGE EXHAUST HOOD 44C LL' 1 ;.--.1,--,----___11 I -1 ---;$ 77 SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" J g I F MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N • . ; . , 1., y • -8.0 $.0 W DECK OTHER UNITS Z M a „ ' • , - -. , ' : -' DECK AT SILL o 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" I N w . ' I, LEVELS 2-4 co MAXIMUM AFF.OFCI N cn r 13.WASHER/DRYER LLI (n 14.PAPER TOWEL DISPENSER U 8 o LIVING ROOM D 00 , r 15. SOAP DISPENSER - UJ N-, i-- T� ,, • • r + ,-2:". : '.'....-• _., ' 16.SEAT COVER DISPENSER = a < z ,, "' _ - ' , BEDROOM b 17.TOILET PAPER DISPENSER ti 1-' u, • ...•LIVING ROOM '; - • • ' , , - _ -",' 2'-0" 6,-0" ^' a , _ , _ , ,. . • l •!!•' tL , _ TITLE ,. ', - -_• f z ,-• 6 E?BELOW LL ' - BEDROOM . , - - F UNIT LEGEND DATE DESCRIPTION 3'-0" �' ------ DW jFt] � BR CL2 a O SMOKE DETECTOR W • •r EQ - , IEQ' , e:- _ , , • • -�-..- � 5 -4B - iFt. ., x. __IT-, -'t- il ..f • • 1 1 ' L_ ' )2;"... CEILING SURFACE MOUNTED UGHT ___ ;_I �-1 - 1 1 . WIRE SHELF' FIXTURE Ax-5.11 , KITCHEN • co ' ' 1 1 1maiimmar� WALL-MOUNTED LIGHT FIXTURE KITCHEN , ' •- - % . • _ ' ?' , , • , ' • ' i._- 4A ' ; L.-1-1 _._..-.__.._--a FOF 'I I C3► _ r. w' �-w REF `o m GYP I ■ W/D sflDASHED REVISIONS ,t•.:F----:-:',. .--.41-'""i-` "`"1-, -EQ- • •• t , - __ o or i " _ .. ^ MOISTURE GYP BOARD A CLOSET 4:• , BATH' T =_ - �� ENTRY -•;-- -- `.,- o c� • • • • 3.. 1 3B W - ,- AX-5,1 # �• I ELECTRICAL PANEL SEE 14/AX-8.11 • Author taker . ix BATH , i COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY o ,-;•']= r EG2` ; ., EQ _ i i % '-''! 3C' EXHAUST PERMIT SET _ . ENTRY _ ' co -i STATUS •rjr . ' , _ I ,6< ( i I ( EXHAUST-WALL VENT ,,_,--._ )'"i�' . A, I • • 03.29.2018 y • I DATE c 1 jr, EQ 1 EQ 1 CENTER 17052 OVER MOISTURE RESISTANT PROJECT NUMBER VANITY 1 GYPSUM L _i .j. 5'-23/4" , 3'-81/2" I. 5'-51/2" 9'-01/4" -, � •• A)(...5 . I I , ill) UNIT 1 BED - TYPE B - RCP 411 UNIT 1 BED - TYPE B 02018GTAK,INC. if this drawing is not 24"x 36',it has been SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" reduced/enlarged.Scale accordingly. 11/4" 30" FILLER ) GENERAL NOTES - UNITS �lr �,"�\ 'rr �.�� • ,�� A.' ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF -` �� 10 } /< ��• / ROUGH OPENING UNLESS OTHERWISE NOTED. -- i . , �• , B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ' LEGEND SEE COVER SHEET. ', OPEN Oak A ects, Inc. _ _ �,!_ --�!_ ` --- BEYOND C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A nue,Suite 300 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Po: nd,OR 97204 / SHEETS. ma 503.287.6825 \ www.otak.com V ,-{ 11 ) \ ' D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE �F 08 AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. N 7)-r? d• O O '`� �, i I7 o E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL ;�'�: 3 d m 0 1 1 o 0 INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ` „F. ,. 09 FLOORS. $72+ /1 ',.. t',, PIAN R FL IR4 �� --`.R 0 H /� "�4 F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND `� DW - OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE • . '� ,'� `' �`. .'�Y FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS VIAND,ND,OR �,'� �/ �. ��' �•w��' ,<' (TELEPHONE TELEVISION OUTLETS RECEPTACLES ON --- --- -- WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF a 's- - 1 ABOVE FINISHED FLOOR. 3/29/2018 31 1!4" 30" 30" 12" 24" RIFY W/MFF' REMOVABLE 18" 1. G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP REMOVABLE VERIFY W!MFR RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. 4A 4B *SEE 16/AX-8.13 FOR SINK CABINET DETAILS H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11&12/AX-8.11 FOR PLUMBING PENETRATIONS 1. -Lrc INTERIOR ELEVATIONS KITCHEN FOR ONE HOUR RATED WALLS. } 10SCALE: 1/2"=1'-0" I. SEE 5/AX-8.14 FOR'TYPICAL INTERIOR WOOD DOOR G PROPERTIES DB ....................--C2±) FRAME DETAIL AND HINGE JAMB DIMENSION. LLC { 01J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER . BLOCKING LOCATIONS AND TYPE A UNIT WASHER! 02 }-. 12 DRYER REQUIREMENTS. CONSULTANT 04 E 'r% K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. • YP BLOCKING ® i / ED N. WATER HEATERS TO BE STRAPPED TO N\Nr --( 08 > WALL SEE 6/AX-8.13 . C I I I I l _ Zo r '1--1 I n I • I 09 } L J L J i r t ,� L J f�, .��` o I 05 C . I < ) INTERIOR ELEVATION KEYNOTES L EMI 1. SHOWER CURTAIN ROD / 28" L 16" 1 2. TUB/SHOWER ENCLOSURE 60" L. 35" 36" 44" VRFY W/MFR VERIFY W/MFR REMOVABLE 'I 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY.SEE SHOWER CONTROLS 0 1/AX-8,11 CO 3A *SEE 17/AX-8,13 FOR TYPE A FIXTURE DETAILS 36 *SEE 20/AX-8.13 & 8/AX-8.13 FOR SINK DETAILS 4. LIGHT FIXTURE CENTERED OVER MIRROR • 5. TOILET PAPER DISPENSER©18"-24"AFF INTERIOR ELEVATIONS BATHROOM Ll! SCALE: =1-0" 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING 2 7. 24"TOWEL BAR©48"AFF. PROVIDE BLOCKING I. EQ EQ ,, 10 -0 - r -�- c 23'_5„ c 8. REMOVABLE CABINET,CONTINUE FLOORING ^/ .R- UNDER CABINET.SEE 2/AX-8.11 Y� 12'-8 3/4" 10'-81/4" ilft-7GUARDRAIL . AI 49. BASE AND WALL AND FLOOR FINISH CONTINUED < CD • -8.0 ; ( OVERBUILD SLOPE -\\ I BEHIND APPLIANCE 0 a % - -- tt 1 ____._.-- - SLOPE --•- 10. RANGE EXHAUST HOOD < fJ5 r� 1 1 t 1 1 + _ 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" N _• - - , _ • - • " • I _ 1 =-'•, '. I MAX AFF,AT ALL TYPE A UNITS,AND 36"AFF.AT ALL CO -8.0 ' -8.1 i , i1 ,O DECK OTHER UNITS• Q = co �, i ,`� AT SILL -, _ • + - DECK ,r _ __ - ,, I 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J I RI F. , ; ' ; i _- MAXIMUM AFF,OFCI ti r I -'" co 13.WASHER/DRYER CC 14.PAPER TOWEL DISPENSER a15.SOAP DISPENSER w (,� LIVING ROOM LI BEDROOM a Q ", LIVING RO{}M„" " - _ ' 1 16.SEAT COVER DISPENSER ti 0 Z `, m 17.TOILET PAPER DISPENSER t 7 1/2 2 -8 ;8 -0 114 y b - -',_ .'., _ ',:-...1. ` . - - • ' ' _BEDRM'OO `.t „ , ' -' •�r. a� TITLE - _, ` i UNIT LEGEND # DATE DESCRIPTION `ti • rte- ` I• , B ! N ' ' DINING42F :,_- `u, - -- CL3 O SMOKE DETECTOR - - •DINING• ' - • . • .• � l2'-0" • 6'-0" ____ ., co • r ,. , _ �a _ _� , : , •j p W © ►� SURFACE32 MOUNTED LIGHT ,d ' ` �' 6 '- 6 u• WIRE SHELF �, FIXTURE BELOW ti r`� ••• f "� I D !! •[ Elgi I WALL-MOUNTED LIGHT FIXTURE rw I ( a •3 1 I 33 o ® r I ------ DW 1111-j11 I $ 11 - N ;5 r • BATH --- __�----- •' - _-- _ 4•� MR GYP ID REVISIONS -I•,•,,•,�' r."TH , , Y I-'�.- ",,� - ' 1..,.,1 r,. y_ _� N DASHED SIDE MOISTURE GYP BOARDLi' �.' `• '.KITCHEN; • , _ ,. ,. , . `, CENTER '.- i -4B..-� 1 r__,�-.•� ��_ � �=1 ,� ' o ENTRY' h'. , . IqI OVER , I -L----_1. 4, I 26A, �, �. M to .'S :1�•I` VANITY *' I------- - -ti 1 �i ' '"-", I r' I E a� �, - - 1 KITCHEN;I I - 11 u__ __BATHS "g`I 1I AX-5.12 ' ENTRY ' t�" 't . •-••=1, Author Checker ' i I b I i i `" 3AB _1 1.--�� ELECTRICAL PANEL SEE 14/AX-8,11 ; °° 1 1 i' ---.-.. SOF -- --_"- ,, I 'I c I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK I __ BY tau PERMIT u1 tr : r SET .• � EXHAUST - REF 'f .. , •. -, I � � • • STATUS J - Ln*'..- 0 ii ' I �i I EXHAUST-WALL VENT ! ___ 1 ; I 03.29.2018 • +� I DATE I. EQ EQ EQ EQ , •• EQ �, EQ I I I • 17052 • , MOISTURE RESISTANT PROJECT NUMBER I 1 GYPSUM 3 8'-11 1/4" 5'-51/2" 9'-0114" - c c, Ak5 4 12 2 UNIT 1 BED - TYPE A - RCP UNIT 1 BED - TYPE A ©20180TAK,INC. if this drawing is not 24"x 36;it has been • -5.1 , SCALE: 1/4"=1'-0" , SCALE: 1/4"=1'-0" reduced/enlarged.Scale accordingly. p1, GENERAL NOTES - UNITS 01 / ` 04 ) / 02 02 I r� .t• ! A.• R ALL UGH OPENING UNLESS OTHERWISE NOTED.DGE OF B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS 12 LEGEND SEE COVER SHEET. Otak A C Cts, Inc. 05f C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third A• ;nue,Suite 300 / SHEET VERTICAL AND HORIZONTAL ASSEMBUES P :nd,OR 97204 SHEETS. m=.1 503.287.6825 1w I ® ww.otak.com 1 I BLOCKING-TYP --\ 1 ' {y D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE { v AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. ' 1 1 I SHOWER io 1n, _ f I 1 E. SEE 1/AX-8,12&2/AX-8.12 FOR NON-RATED WALL � ' CONTROLS --••�` J r 1 r - INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 37 I do- FLOORS. ;MAN A.FLEE iEI3 �J ; I ' o t 1 1 ( F. OTHER CONTROLS SHALL BE 48"AHIGH MAXIMUM ABOVE • i I OR ` rr/ ` t r' FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS %MAK (TELEPHONEITELEVISIONOLITLETS RECEPTACLES ON ` \,,,,_ .. , WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" OF , iii ., ABOVE FINISHED FLOOR. 312912018 '� • • , . • _.F21" L 21" G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 35" 41" 30" 12" its.s 60" .i. RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST • 4/' CONTROL AT GROUND FLOOR UNITS. if VERIFY W/MFR '' VERIFY W/MFR 4A 4B H. SEE DETAILS 9/AX-8.11 &10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS INTERIOR ELEVATIONS BATHROOM 11/AX-8.11& 12/AX 8,11 FOR PLUMBING PENETRATIONS l �` -1 (� FOR ONE HOUR RATED WALLS, �"r- SCALE: 1/2"=1'-0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES ' FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8,13 FOR WATER CLOSET AND SHOWER " " `' BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ FILLER' 30 � DRYER REQUIREMENTS. CONSULTANT \ / / K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL ��, //"\\ r-�� „� \ 'sk ,a• ,'\ .- / L PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES -•r / \ -- \ 10 / \ • AT ALL FLOORS. 1 D _- -...'' `a.-- `- II --- -_-L_ 'c- /' •\ -- \ /` �\ - M. ALL FAUCETS TO HAVE LEVER HANDLES. OPEN ,.'� -- \�----T- BEYOND N. WATER HEATERS TO BE STRAPPED TO / \ / \`\`� '!/r 11/ / \\(( ' WALL SEE 6/AX-8.13 �/ ¶ . •• / \ 11 ) d a / i cd= I t.s ,_ o o 0o I m m r/11 `\ _ / A ,i'\\ ,-1 r•.. .II d n INTERIOR ELEVATION KEYNOTES rrr \\\ i.: / \\ rr \\ \\ F``\ r'r r�i chi `\ /' • \ r `\. rrr"- r'r \`\ r'/ \`\ r,, r'r \\`..rrr _ __ _ .__ \v/ \,ter rr 1, SHOWER CURTAIN ROD -'s- -- I -- `5.---11,--1 r ''i % 1 2. TUB/SHOWER ENCLOSURE L 31 114" L 30" 30" j, 12" ./` 24" 24" 1 30" I, 18" L 3. BLOCKING IN WALL FOR FUTURE GRAB BARS "I VERIFY WI MFR " VERIFY WI MFR VERIFY W/MFfT REQUIRED AT GROUND FLOOR UNITS ONLY.SEE CO 3A 3B 1/AX-8.11 4. LIGHT FIXTURE CENTERED OVER MIRROR _ KITCHEN V I E W I 5. TOILET PAPER DISPENSER @ 18%24"AFF Z •11111 SCALE: 1/2"= 1'-0" U 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING 4 20'-5112" r / 33'-10112" 8. REMOVABLE CABINET,CONTINUE FLOORING to - 12'-83/4" ,, 10'-51/2" 10'-8 1/4" dt- UNDER CABINET.SEE 2/AX-8.11 ii. All --, r .! GUARDRAIL WHERE • -8.0 IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED O /- OVERBUILD SLOPE BEHIND APPLIANCE MN Eli s -'----- � i- - •, .l, 10, RANGE EXHAUST HOOD J 1 E SOP 11. COUNTER34" L SINK RIM AND WORK SURFACE TO BE N DECK c...._) -' DECKZ MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF,AT ALL AT w 1 - OTHER UNITS Q a r M F- _ ' , , • _ . _ - _ , ; • LEV ;� 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" limm = N 'EQ: _ . • - ;= , ,EQ•- • MAXIMUM AFF.OFCI P- • f . 1 .---- 13.WASHER/DRYER ■__ C') ce . ' • �2 . ;_ -•., : ♦ r - 'EQ. ' ,, EQ.'. ., , EQ • -,,• • , EQ"♦:- ' _ U.. 8 O • . ' `y v ; '+; - 14.PAPER TOWEL DISPENSER I• • • 0Ell 15.SOAP DISPENSER ° 1 i 16.SEAT COVER DISPENSER = p �f • • • :.LMNG ROOM ' • • f ) "` : ' c o 17.TOILET PAPER DISPENSER r r__ 1 r LIVING ROOM BEDROOM 1 BEDROOM 2 :- TITLE ,r - BEDROOM 2 ' : f; I' ' ' ' ' w ' ' ', w ,, 6'-01/4" = UNIT LEGEND # DATE DESCRIPTION dill t • • _ • • �. • : ' • :=; • - . dr f 0SMOKE DETECTOR • to _ , '• " •. CLOSET L „ - :CLOSET ' l L�` i CL1 ):: CEILING SURFACE MOUNTED LIGHT w gg yi BELOW r = FIXTURE ' • • • - N�� WIRE SHELF �' 1,' • . r_ -♦ , "'♦ . • . _ • _ v _ - _ , • i ........11A WALL-MOUNTED LIGHT FIXTURE . ` : : _�Q : < ` i a � I • CLOSET to / 1 . _ ---- DW I Li" -8.12 r n J IBA , WIRE SHELF - MR carp oryREVISIONS w =; . ---_ r_ - I r. ''c DASHED Sine MOISTURE GYP BOARD KITCHEN •, • ' ♦ ENTRY'' : 1; t 1 i : 1 r 1 : m+ . . .♦ =� �-_ --_ 13 1 r-�--i-1=, ENTRY i • Fq "I r I 1 t w r - �- KITCHEN 1 -_ _ B + - w �AX-5.1311 _ ' --i- , -C ' �.�--u__�._.�_ ,.:_ N 1 I _ ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker :► , , -sc I i --i- -__ F1-10F �.,Z._... ., u. � . I ® BATH I ° �' I 1 WIG CHECK BY ,_. COORDINATE WITH ELECTRICAL DRAWINGS S i I 1 ® if) DRAWN BY w 1, ih• : '. w' . ,, i 24 Ii _i i ® PERMIT SET 0 - REF _-� W D -T-- 0 EXHAUST r ' w --- -' la'.' -t--_ _- CIl ' STATUS ti▪ _ Q Q r UM 1•---- 1 I 71 1 EXHAUST-WALL VENT 1 4 r - -L. ,Lrrr I 03.29 201$ CENTER rE ..! c I DATE 1 • OVER I17052 } VANITY 1 I I MOISTURE RESISTANT PROJECT NUMBER - ', EQ EQ , EQ •, EQ .,� 3'-0" L •• EQ , EQ �, i- GYPSUM 8'-11 1/4" 5'-5112" 8'-91/2" 10'-81/4" c, c, . ik)(.5 a 1 3 2 UNIT 2 BED - I - TYPE B - RCP UNIT 2 BED - I - TYPE B ®2o18OTAK,INC. •5.1 SCALE: 1/4"=V-0" SCALE: 1/4"=1'-0" reduced/enlarged. this drawing is not 24"x 36;it has been arged.Scale accordingly. FILLER- . 30" GENERAL NOTES - UNITS IA. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF ROUGH OPEN NG UNLESS OTHERWISE NOTED 4r `4 r r . //`\\ \ r r r` r ��'"\\� f rr'rsr Ss `` 10 B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS ite\ / `',� Q rr r' ` ,• `� `,�`�` O \ LEGEND SEE COVER SHEET. �____ _ \, .� r _� }_ r __ _ Otak Ar ite ts, Inc. ' ' '� �' '' �` \� C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 ird Aven e,Suite 300 j OPEN '. .' ' SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Portia ,OR 97204 --- --7!-BEYOND -'�. pp ,'`- --7` - 08 } SHEETS. main " ►3.287.6825 7 • T 09 ) ,` D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. s' \ F' E. SEE 1/AX-8.12&2/AX 8.12 FOR NON-RATED WALL ;- / 08 CO J r7 cd �/' _ w INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR 720, '� o a o J }T t� /: •r•dFLOORS, BRIAN R.FL ENEfi' 0o \ ��.�\ 0\ . ,/1 rs,. O F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND OTHER CONTROLS SHALL BE 48 HIGH MAXIMUM ABOVE . ��' \ AN%OR .\ . �,' --`. FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS {TELEPHONEITELEVISION OUTLETS RECEPTACLES ON ``, ,`�, DW ;`*`` r,' _ _ .`\ / i'' k WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" _ `. .\ ABOVE FINISHED FLOOR. 3/29/2018 \ . ,' .' • II •II r-�- _ �.... ,„ ,, ., ,�, � ,... , _,___. 1 Z �, G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP I. tERANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 24" 24" 30" I 18" _, 30" 30" 30" CONTROL AT GROUND FLOOR UNITS. RIFY W/MF REMOVABLE VERIFY W/MFR REMOVABLE VERIFY W/MFR H. SEE DETAILS 9/AX-8,11 810/AX 8.11 NT FOR INFORMATIONANDDETAILS 4A *SEE 16X 8 /A .13 FOR SINK CABINET DETAILS 46 REGARDING OUTLET BOX PLACEME 11/AX-8.11812/AX-8.11 FOR PLUMBING PENETRATIONS 5Th,f-- f`.1. FOR ONE HOUR RATED WALLS. 410 I N T E R I O R ELEVATION S K ITCH E N I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR D B G PROPERTIES SCALE: =1'-0" FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ 01, C2:1_>.-N. 04 } DRYER REQUIREMENTS. CONSULTANT 02 • 02 �, • K SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. ____.* .,......„......- •(.2L> L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES AT ALL FLOORS. SHOWER CONTROLS AND BLOCKING M. ALL FAUCETS TO HAVE LEVER HANDLES, ON SIDE WALL --,, / N. WATER HEATERS TO BE STRAPPED TO f WALL SEE 6/AX-8.13 gEli � OS } BLOCKING TYP •--.\ / -( 09 > i,43-- I -1 r 1 I ,,-„ I / 0 05 LJ L J r o L J r'-1 U `-' e O • 1 I ``,,\ /. k T INTERIOR ELEVATION KEYNOTES ' . / . ..__ j .r •• • . 1. SHOWER CURTAIN ROD 18" L L 34" -fi. 60" ik 36" 15" it_ 2. . TUB/SHOWER ENCLOSURE •VERIFY W/MFR VERIFY WI MFR REMOVABLE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS 3B *SEE 20/AX-8.13 & 8/AX-8.13 O.H.FOR SINK DETAILS REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 1/AX-8.11 _ INTERIOR EI O N S BATHROO M 4. LIGHT FIXTURE CENTERED OVER MIRROR SCALE: 1/2"=1'-0" 5. TOILET PAPER DISPENSER(4318"-24"AFF LU 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING c, 33'-101/2" c - 7. 24"TOWEL BAR G 48"AFF. PROVIDE BLOCKING . • EQ EQ 20'-5112" �, 12'-8 314" 10'-5112" •, 10`-8114" / 8. REMOVABLE CABINET,CONTINUE FLOORING �/ '1 UNDER CABINET.SEE 2/AX-8.11 i�i�� A GUARDRAIL • -8.0 OVERBUILD SLOPE 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q 0 �' BEHIND APPLIANCE a IX .�� ! k----I..._..--. _ T SLOPE �- __ __, .1 �, _- _._-_.__.-_. ' +_- r 10. RANGE EXHAUST HOOD a W : � `; i 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" • i !---, ' 1 MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N o , a , DECK w I I DECK t. I a; l ,r OTHER UNITS z ` -- c� i sr 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" mea = N _, ;` . . ' i MAXIMUM AFF.OFCI IN• LLI 's- - -77-.7 _--,I,, , :` -','}-: '` • . ` • I r 13.WASHER/DRYER �s (� • ,LIVING ROOM•,' , - . ,� l . . •�� ,' .E�. • •• _ • � . y• , . ' - LIVING ROOM �• 14.PAPER TOWEL DISPENSER CO r • ` • -' • a m 15. SOAP DISPENSER i IX I-- '' = , . , ,• ,. 16,SEAT COVER DISPENSER N. 0 z . _ i BEDROOM 1 BEDROOM 2 -T ' , b ----- t 17.TOILET PAPER DISPENSER ti r-' ,. : ' ' . - • a < , .. - .� `_ `� `` ,_ -`i_4'-6"--1 iv TITLE BE9• 900M 1 ,r/ `ti V.- :� _ -- ,` : '-7'77,O., .' �'' ,g. - -2 .• - • - + _ .BpDFkOOM 2 -'' ' '. I� �' ---..\\ # DATE DESCRIPTION �: - = UNIT LEGEND i _ y x , x t • • '" r ' _ ; JJ 1\•'\ I 7r-'_ `\' 6'-03/4" r • DINING , 1 * io , , �� r' . CL3 .- _..m _ 0 SMOKE DETECTOR b ' : ::.DINING_; •-, '- ' -• - ;. . :-•.', -', ,� .-(; ` ' • • '-' .. r, " x " � • Z ______ /11, r - - .2'-0 ,. 6 -0 r , ' I '\ I Cu ` ii; `, : i )2 CEILING SURFACE MOUNTED LIGHT .. 4• ` • i p{i_i:g 0 6 BELOW ` p ` - - ' J FIXTURE . , u- a I a M WIRE SHELFto , A. BR -'•,, 4 _ .EQ, EQ • ti 1_AIM E41 r- ,___-_ --- ' ',r ...� WIRE SHELF >5.154 - �. ' •r - L-- -___! --_ - ........".. K I t WALL-MOUNTED LIGHT FIXTURE 1r ,� ii 5 '` , ,. ' , EQ y' EQ _ W ---- DW Irv) : ® : i �_ ` I' 0E1 MR GYP ON a . , • ..,, . . • �.' EGt ...,... :• , •:..:,. -,••• •. ,. ..‘,. ., h• _ - -- - .--.'-�- : I J � : REVISIONS ` DASHED SIDE w - . . . - = _ x y „ - r 1 __ -_- , I - . I __ I �' J MOISTURE GYP BOARD _ ;`�`* •r : t i4A __ rM i I _ AX 5.1 3A i e- r- r II I I { �_- - ENTRY. "- _ • • = :BATH. .`•. w KITCHEN AX-5:141 ; ENTRY I I I I BATH, I, - � •• ,', as L i E I i I ®; 1 I I \ '� i '7 36 ao ,.....e3_, ELECTRICAL PANEL SEE 14/AX-8.11 Author Checker -- - ; i I FOF • , � `�CL4,, =_ �'s,____f„,,' `-_ __ I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY . � ! �_ =�-�46-- I I x. _ ,. _ = ,: . _ I I I PERMITSET_-; ,, _ - -61REF ' = _ �, -_! W D a EXHAUST .....,_.- ---..s • . • - r 45I• STATUS -- . • ' i-�� - i 'moi._- - I G.) „/� I I EXHAUST-WALL VENT �_ ,, . 1 +r---,_• I 03.29.2018 I r. v I, I DATE CENTER {; 17052 OVER I ;- ch MOISTURE RESISTANT VANITY I PROJECT NUMBER GYPSUM f 8'-11 1/4" , 5'-51/2" 8'-91/2" 10'-81/4" • c. c. A)(715 1 14 6 UNIT 2 BED - TYPE A - RCP UNIT 2 BED - TYPE A - ®2018OTAK,INC. If this drawing is not 24"x36",it has been A ..5.1 . SCALE: 1/4"=1'-0" _ 5 0 5 • .. SCALE: 1/4"=1'-0" 0 0 0 0 reduced/enlarged.Scale accordingly. GENERAL NOTES - UNITS 01 01 02 02 l 10 A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF -' f \ �►• ROUGH OPENING UNLESS OTHERWISE NOTED, i .1' 12 f t -'' • • -1;_ `" ` ,�� fl o ` € 1 ,2,- �`! �\ _T B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS . __ �. \ ',0 ; �, \\ �\` LEGEND SEE COVER SHEET. Otak A hit: ts, Inc. - • `, �, `� �'_ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third Ave ue,Suite 300 "`___ ' _ _ _�'� _ -'� SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti-. d,OR 97204 • 05 i i / @. �\1 ' \I V t,"• SHEETS. main .03.287.6825 � . ,Nw.otak.com SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE rk x45 D. AND FOR DOOR AND WINDOW TYPES AND CH SCHEDULES. N m r �1 _ I _ „ „ / 1 °m' I n n „r'` E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL �''a SHOWER I J +r �, _'v t I o p INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR ' -al 721 r 1 CONTROLS -------.,_ 1 ' , 1 - • (( FLOOR BRIAN A. LiIER `_`"' I U 0 --- �\ o h F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND tyy • _ , ` F '� ' ` "_ E'= _ OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE •* • DW ca FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS VLAND,OR\ � . crs_ . j \\.`�''ff `~- ,. _. .._. ._. _ \N,,. ,/ W S SHA��ORD BETWEEN 15"AND 48"TACLES ONF. ABOVE FINISHED FLOOR. ,�, .__ _„, , , .1� - 3/29/2018 r ` I. 21" .1, 21" ). G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP 30" 24" 30" 30" 24" 21" it, RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST �, 60" Jt-• ./. 35" 1. 41" 30" 12" VERIFY W/MFR VERIFY W/MFR "rVERIFY W/MF CONTROL AT GROUND FLOOR UNITS, VERIFY W/MFR VERIFY W/MFR " • H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - REGARDING OUTLET BOX PLACEMENT AND DETAILS 3A 3B 4A 11/AX-8.11& 12/AX-8.11 FOR PLUMBING PENETRATIONS -r`-L!••--•� FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR• D G PROPERTIES INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN FRAME DETAIL AND HINGE JAMB DIMENSION. LLC SCALE: 1/2"=1'-0" SCALE: 1/2"= 1-0" J. SEE 17/AX-&13 FOR WATER CLOSET AND SHOWER • . ilo BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ DRYER REQUIREMENTS. CONSULTANT K SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL • L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES - AT ALL FLOORS. M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO. WALL SEE 6/AX-8.13 • • • ( ) INTERIOR ELEVATION KEYNOTES 1. SHOWER CURTAIN ROD • 2. . TUBISHOWER ENCLOSURE . 3. BLOCKING IN WALL FOR FUTURE GRAB BARS REQUIRED AT GROUND FLOOR UNITS ONLY.SEE �rA 1/AX-8.11 Vrrr� 4. LIGHT FIXTURE CENTERED OVER MIRROR ■ • 5. TOILET PAPER DISPENSER @ 18"-24"AFF W 6. 2 18"TOWEL BAR @ 48AFF, PROVIDE BLOCKING 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING N •6'-0" ,, 10'-0" .• 32'-10314" .,- 8. REMOVABLE CABINET,CONTINUE FLOORING - ar •` r` 22'-21/2". ,, • 10'-81/4" UNDER CABINET.SEE 2/AX-8.11 • GUARDRAIL WHERE 1. 5'-0" 1,1'-8" , 1 ' IT OCCURS 9. BASE AND WALL AND FLOOR FINISH CONTINUED 0 1 -8.0 - OVERBUILD SLOPE BEHIND APPLIANCE a Ct . I 0 # t` .� , TT] QfE@7&,A�YW"it♦i�..P.YfJ"� ! ,• .. i +r. , r "t. 10, RANGEEXHAUST HOOD ffi 4 j �= $spy. . I '" SLOPE 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" , � : • . '. 9 I MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL V♦ N . ., , . DECK ( DECK • •.` w • , -8.0- a i OTHER UNITS „ prPi- ....1 M O Q N �. _ .•W. AT SILL 12, MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" _ -.:;..:::,C • LEVEL 2-4 MAXIMUM AFF.OFCI ?� ti • , if *• - : • - , • R - • . _ , 1 . ---- DINING LIVING ROOM '' �-- ' 13.WASHER/DRYER W ce Z ' '`�' BEDROOM 2 - • 14. PAPER TOWEL DISPENSER . , ..„ I. . , - m 1 W d o DINING- '. ..-2 LIVING ROOM ' ; ' •', _ _ w N :G 5.SOAP DISPENSER �- EQ' ,,, IAC N :, �,. ; ti F= " 16.SEAT COVER DISPENSER t� Z • ' 3 -31/2 _ - 6 n : • " :' _ _ - ' ' '. • ' r BEDROOM 2 17.TOILET PAPER DISPENSER ~ ~ ` •• ` ' , - T . 01 -ter AX-5.15+ • t ' }-; = • -' -' TITLE - .- . ' ' `'- , _ • . KITCHEN 4A r f _ ,�___ ,_KITCHEN... •_ _ `• _• - r1=Q: 'EQ _ •-• _ • . ` 4•, a r---r._-..1.........17....1_,____I , ; f ;-_ 6'-01/4" c UNIT LEGEND # DATE DESCRIPTION I M E i Q - •y .EQ .- • i ? I s i - !!Fd,F J N t' �+ f7. •w _ _� L�~'a1_:.��.= O SMOKE DETECTOR • -� --, s : . - , � REF • Ito in . `- - „' '[ ' ; is r _ ' • w : Q : EQ•- EQ•- : _ T 01'0 0 0 i_N :2 -� )2CEILING SURFACE MOUNTED LIGHT f, . • , ,.�,�, F - .ar r-- ,, 4•__ m 7,1"-- FIXTURE lij [ i °i WALL-MOUNTED UGHT FIXTURE . a► _ . ., �. ' ;. MOISTURE RESISTANT / CLOSET ro w = ., w GYPSUM d MR GYP ON - :BEDROOM 1, W ; CLOS ENTRY DASHED SIDE REVISIONS L il a ' . ,� r ___ -___ ill WIRE SHELF :I'. . MOISTURE GYP BOARD , gt 1 , I . • 1 , s___- �= - ''•(j\- • ' = _� �r � . ' , - a 1 BEDROOM 1 '' U. CO _ - \\ ` _ BATH i�z s.�, 3A Checker "t ' N = CO ci , ' I I ''� , ELECTRICAL PANEL SEE 14/AX-8.11Author _ i �i w i k L6' } 13B I c COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK a • • ,. - �o BATH , , ErsusT PERMIT SET •_ ,� .. .. _ _ ` t _ �..- -. . - - r *' w ....., _. ........ i o STATUS _ ,_ � � � a, s , viii___tl_7 0 1 Vis' I I �t I EXHAUST-WALL VENT -- " ' . - ' i''C- r1 . I 03.29.2018 • ` ' ----'r '•I. c AF. i •►�° DATE I I CENTER I , i " 17052 MOISTURE RESISTANT ' VANITY ' I GYPSUM PROJECT NUMBER EQj. EQ ^, EQ ^ EQ 10'-10" F2'-61/4" , 5'-4 3/4" , 3'-51/2" a 10'-81/4" • • • • c A)(...5 i 1 5 UNIT 2 BED II - TYPE B - RCP . . to UNIT 2 BED - II - TYPE B 020180TAK,INC. If this drawing is not 24'x 36',it has been 1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" reduced/eniarged.Scale accordingly. • GENERAL NOTES - UNITS otak . . . . . . . . . A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF • - ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS . ( 01 �-,,, 01 • 04 LEGEND SEE COVER SHEET. Otak Ar' 1 'Cts, Inc. - • ( 02 �,� { 02 )--............----------***---.......................04 10 C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE . 808 SW hird Av= ue,Suite 300 '1 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES Porti- d,OR 97204 ..-� `L �y „,•.._- t{ "••1`�•,,�� // \` ,,.,+�` �`•'...�• // \\ �' `.\. \� SHEETS. main .03.287..6825 r< 8 > .ota 09 -1 6-' // \` '/ \`�-'` \` �`� 11 > • D. SEE SCHEDU • LES SHEET FOR ROOM FINISH SCHEDULE .\� �.' ,'_ \ _ / _�►-{ 08 ) AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. . _�T._._-._ _ { 05 \_• i 1 / • .`\�A ,'`` \`•� y ,''f \\I• i ' ,/'� 09 E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL 4.'�-,N � °, • / ` ' i' _______,1/4._ INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR .- Y 720 i t 08 FLOORS. BLOCKING TYP -.,, NER4 05 "``�. i 09 O RUIN R. • _ $ �� F. LIGHT SWITCHES,ENVIRONMENTAL CONTROLS,AND # M •02 _ OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE %)0.,RTLAND,OR r - -- - - - - - - -`--I n-n /�,r r 1 m ; n.i. n FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS � 1 i SHOWER r / f�' ? I � _ � � � 1 � / ,,,,,,, *► • r 1 -- J i N - ) - (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON CONTROLS �( , r•-• _- / T d m • WALLS SHALL BE MOUNTED BETWEEN 15"AND 48" O Os ' i '�� `\ ��, . I /�� \\ r �\\ ABOVE FINISHED FLOOR. 3/29/2018 o o �.. t-, G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP I o E •' DW -- -2 RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST /' IP / .' CONTROL AT GROUND FLOOR UNITS. , . . , . , ` ' Ili ~`, - -- - -- --- .... „ ~-' '` H. SEE DETAILS 9/AX-8.11 &10/AX-8.11 FOR INFORMATION - L . `7 •C -s-- . ------ •• . REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11&121AX-8.11 FOR PLUMBING PENETRATIONS •---I- --•[r `'t. -it. 60" �. 1 /35" 30"MIN 12" 1. 11-11 1/2" ( 1'-4" 30" I. 30" / ir 30" 30"MIN 1 24" 15" 1 i FOR ONE HOUR RATED WALLS. VERIFY W/MFR " REMOVABLE 18"MIN VERIFY W/MFR REMOVABLE • VERIFY W/MFR• REMOVABLE ''VERIFY W/MFR I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DEM PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC *SEE 17/AX-8.13 FOR TYPE A FIXTURE DETAILS *SEE 20/AX-8.13 & 81AX-8.13 O.H,FOR SINK DETAILS • *SEE 16/AX-8.13 FOR SINK CABINET DETAILS J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER ' • BLOCKING LOCATIONS AND TYPE A UNIT WASHER! ' 3A . 3B 4A DRYER REQUIREMENTS. CONSULTANT • . K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. INTERIOR ELEVATIONS BATHROOM INTERIOR ELEVATION KITCHEN L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES . AT ALL FLOORS. SCALE: 1/2"=1'-0" ; SCALE. 1/2"=1'-0" • • M. ALL FAUCETS TO HAVE LEVER HANDLES. N. WATER HEATERS TO BE STRAPPED TO WALL SEE 6/AX-8.13 • • • • • T INTERIOR ELEVATION KEYNOTES • - 1. SHOWER CURTAIN ROD 2. TUB/SHOWER ENCLOSURE • 3. BLOCKING IN WALL FOR FUTURE GRAB BARS . • REQUIRED AT GROUND FLOOR UNITS ONLY.SEE 1/AX-8.11 CO 4. LIGHT FIXTURE CENTERED OVER MIRROR • - • • 5. TOILET PAPER DISPENSER @ 18"•24"AFF L c 6. 18"TOWEL BAR Q 48"AFF,PROVIDE BLOCKING M . 5'-0" ,,1'-8",, • 6'-0"1. ,, 9'.9" J. 32'-10 3/4" ,_ • •1 22'-21/2" 10'-81/4" 7. 24"TOWEL BAR @ 48"AFF. PROVIDE BLOCKING �'0 GUARDRAIL 8. REMOVABLE CABINET,CONTINUE FLOORING Et OVERBUILD SLOPE -� II UNDER CABINET,SEE 2/AX-8.11 ` T I 1;..--........,1 I + ''`i I �__ _•__. ,� » � # I, s;_ ,T-�.. SLOP •E -- -~ • \ $ 46 9. BASE AND WALL AND FLOOR FINISH CONTINUED Q d • ' ,. . _..._.........._ _........._._... - - --- -- I BEHIND APPLIANCE� , -, ,.__._._.....-...__.......____- I r~ � NCE � • DECK • -8.1 .'� iia DECK = 10. RANGE BUST HOOD Q w • 4• j a • AT SILL � i 0 / io • 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" • ,./ MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF,AT ALL � Ri ' a �' ~-_- OTHER UNITS • '• DINING LIVING _ C.1 = Cr) ti• . •', # • •_,T _ ,- :.; _ , . - �: 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" _ • i • co ', •' : MAXIMUM AFF.OFC/ I� DINING ' - ' =LIVING BEDROOM 2 _ BEDROOM 2 13.WASHER/DRYER Ct • eJ = .. EQ ;;a 3'-3 1/2" 14.PAPER TOWEL DISPENSER " 0- • ; - ' , • f• • - = 15.SOAP DISPENSER I-�- _ EI = ,.I Q _ " •` . � ' - - - o 16.SEAT COVER DISPENSERAX-5.10 - e- • • • = h► (9 rZC� ' 3: , ' r 1=c ,, Q, _ - ; , .„ . s. .. . . „ ., . KITCHEN 4A -- F-• r 17.TOILET PAPER DISPENSER -- IT != ,� T , i R ; TITLE ' t '. •:KITCHEN - • , ,- -- _ : - , •. U i 1 i i i i ; T' V ;1 . _ } _' _' _`__ 1 1 �r D * UNIT LEGEND # DATE DESCRIPTION :,d. . . '• : . ,_ , ;a - 'I. • • V. • j r:DVV" I - - - REF Co[' 0° �CL4 i i- � �'� .________ O SMOKE DETECTOR . n. n i •n mrm"niwunun""ii 1 n I w .n 1 L .r { A . ! I - _ I --Eq )2 , / [ii ' BR x i I )2CEILING SURFACE MOUNTED LIGHT -;` '' t ; FIXTURE • ;, : ' ` d `• BEDROOM 1 � w EQ ' U MOISTURE RESISTANT _ 'ter i �� ' ---_ WIRE SHELF `�' „ "`` ' • GYPSUM ' i �' i I `c YLX • L r _ `t j .1 y 4"'F{ # •r �_________ '6A-E -' -` -� i 4 WALL-MOUNTED LIGHT FIXTURE i ‘ -T 1' ,,_`�- BATH U .. _ __ I 6 _ �' \ i MR GYP ON r'� _ , 0 1- co f i-- AX-5.1: REVISIONS t � _ 1 LL ' ENTRY ons SIDE E BOARD U I ± 1 1 MOISTURE GYP _T BEDROOM 1[ w , .: `BATH--3B41 ,''l I F Car ;y. o U iL^ - _tet•, -J _ .� I ELECTRICAL PANEL SEE 14/AX-8.11 _ w , U L i ' I Author Checker I i ; -- I o COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY } _. © I •�1.1.€41 r p ' '` • 1 A• i v - • 'c ® EXHAUST PERMIT SET 1 T .,r STATUS I ' CEN}TER - b ' i \17 1 EXHAUST-WALL VENT 03.29.2018 OVER • , VANITY 1 DATE MOISTURE RESISTANT • �F EQ EQ r- �, EQ EQ ••, - - L ' GYPSUM 17052 c 10'-10" .2'-6 1/4" . 5'-4 3/4" , 3'-5 1/2" , • 10'-8 1/4" I. PROJECT NUMBER • .� .� .r R . UNIT 2 BED - II - TYPE A - RCP UNIT 2 BED - II - TYPE A S - A)(-5 . 16 4111 SCALE: 1/4"=1'-0" A : SCALE: 1/4"=1'-0" ©2018 OTAK,INC. If this drawing is not 24"x 36",it has been reducedlenlarged.Scale accordingly. • t 01 )--Na1 }-� : ` 04 > GENERAL NOTES - UNITS 02 02 4, q . J. - A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF 41131 ROUGH OPENING UNLESS OTHERWISE NOTED. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS r --1 / LEGEND SEE COVER SHEET, Otak A ectS, Inc. •BLOCKING=TYP (.7).1)---.,..„ C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third enue,Suite 300 • 05 1 1 SHEET VERTICAL AND HORIZONTAL ASSEMBLIES P land,OR 97204 c c c 0 SHEETS. min 503.287.6825 084 ....r 15 3/4" 15 3/4" v F-. www.otak.com l 09 "+� - - __ - J--j n n .e .I • D. SEE SCHEDULES SHEET FOR ROOM FINISHSCHEDULE L _ISHOWER -- - - I I 1 I 1 • AND FOR DOOR AND WINDOW TYPES AND SCHEDULES. r i CONTROLS ---� 1 I E. SEE 1/AX-8.12&2/AX-8.12 FOR NONRATED WALL i ` '�Ar s �`� - _ 4 C ,,'' `` �j INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR e $72 \ 1I ``\ h- FLOORS. ' BRIAN R.FLEENER '" I ' `_ F. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS,AND \\``•\ /,''� OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE �` ....._ 1 1 • PORTM.A O,OR J # is FINISH FLOOR.ELECTRICAL,TELECOMMUNICATIONS 4. I. • ' W LLS SHALL BE MOUNTED BETWEENLEVISION 15"ARECEPTACLES ON• OF 0 19 1/2" 21 1/2" L_ ABOVE FINISHED FLOOR. _ 60" 35" 41" 30" 12" 1. 3/29/2018 VERIFY W/MFR VERIFY W/MFR G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH STAMP RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST 4A 4B CONTROL AT GROUND FLOOR UNITS. • • (OPT H. SEE DETAILS 9/Ax-8.11 &10/AX- FOR INFORMATION - INTERIOR ELEVATIONS BATHROOM A PER 1004. 11 .3. 1j REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11& 12/AX-8.11 FOR PLUMBING PENETRATIONSj, SCALE: 1/2"r-1'-0" FOR ONE HOUR RATED WALLS. I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES FRAME DETAIL AND HINGE JAMB DIMENSION. LLC J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER BLOCKING LOCATIONS AND TYPE A UNIT WASHER l DRYER REQUIREMENTS. CONSULTANT 10 /'.\ ,- /_\ ,\ a• • K. SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL. r - / \ - ``� -... / \ \ '.'00- / \ [-' -.- -, / \ \ -�, ,' `\ i O f / \ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES - }- -1-----�•--•---\--- AT ALL FLOORS. ;`\ .'; \\ -_-_ /' // M. ALL FAUCETS TO HAVE LEVER HANDLES. \`\ti �,'' \\I V �,'' X 8N. WATER HEATERS TO BE STRAPPED TO 4. WALL SEE 6/A .13 • A 11 nI- n 1 J• ' DW -- M INTERIOR ELEVATION KEYNOTES .,..,, , . .• N. 1 % 1. SHOWER CURTAIN ROD L 30" 30" � 30" 30" 24" L 15" �,- 19 VERIFY W/MFR VERIFY W/MFR ''VERIFY W/MFF 2, TUB/SHOWER ENCLOSURE 3. BLOCKING IN WALL FOR FUTURE GRAB BARS 3A REQUIRED AT GROUND FLOOR UNITS ONLY.SEE CO 1/AX-8.11 V I- INTERIOR ELEVATION KITCHEN4. LIGHT FIXTURE CENTERED OVER MIRROR _ = SCALE: 1/2"=1'-0" 5. TOILET PAPER DISPENSER @ 18"-24"AFF W • 6. 18"TOWEL BAR @ 48"AFF, PROVIDE BLOCKING • 43'-5" c. 7. 24"TOWEL BAR©48"AFF.PROVIDE BLOCKING H 4'-6" 1� 8 4 �, 6'-7" •, 20'-51/2" �,� p 22'-31/4" 10'-51/2" 10'-81/4" 8. REMOVABLE CABINET,CONTINUE FLOORING ILs/ • ` UNDER CABINET.SEE 2/AX-8.11 w�� Ali GITUARDRAILOCCURS WHERE s { 1 0 9. BASE AND WALL AND FLOOR FINISH CONTINUED < C3 OVERBUILD SLOPE BEHIND APPLIANCE 0 C4 Ct 17,1,,,.. .._____ L_____IL.71,,Zalak-eml-L...........) 17-7C4 j • I • - i _ 10. RANGE EXHAUST HOOD Q Ir • a , 1`. SLOPE -'- .1� f 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" -- 9 -� ICO MAX AFF.AT ALL TYPE A UNITS,AND 36"AFF.AT ALL N DECK • -8.0• w DECK I Q M OTHER UNITS Z a ;t. AT LEVELS -J 12. MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" J x N ti : '; 2-4 co MAXIMUM AFF.OFCI rrla, U� '• ' - - • - ,. - _ ,- - 1 .„ A I- '1 _ , {F I f �---i . 11---; 1 •1 w 0) ' '• t _ - .♦ _ _ _ _ ', ' _ „ c, •-• t • DINING LIVING ROOM . 113.WASHER/DRYER wl�� LL URI Si 0 Ea Fil ; 4 . - - - -� { ' �� - 14. PAPER TOWEL DISPENSER Co a. DINING`. , ' . .' LIVING ROOM • _ _ `.- - 1 ,, w N _ • 15.SOAP DISPENSER c I4 }-••• ` { N BEDROOM 2 BEDROOM 3 Q _... r,- 16.SEAT COVER DISPENSER GN- Z ,T 3'-3314" CU ." m C? 17.TOILET PAPER DISPENSERIt' b I Ii`- I-• TITLE ,• • • • . • ♦ ci . _• BEDROOM 2•, , ', KITCHEN �' -- -• t r E - ;EQ- • .w: . ' • BEDR OM 3 r-� m.".�1 .�_i AXs5.171 i r___ 6'-2" 5'-9112" _ # DATE DESCRIPTION UNIT LEGEND �"�'oN 1 I 1 i , I 3AOF et N _ - W SMOKE DETECTOR 0 KITCHEN. _ - �_ _ --- - 3: I = 1...: C - ,ti 0 ,d r-__ REF G ' ,r ---77-7-'----r-7 --1 T W • , ;: I iv - is _ ., :EQ` EQ • EQ ` EQ••♦ T [T) WIRE SHELF _ E� � CEILING SURFACE MOUNTED LIGHT �,, _ { - - ----', i. WIRE SHELF - FIXTURE . , ' • . - - : C :t� { , r'' __l_. CLOSET = _ w - --'� MOISTURE 26B v.Z i ri''t • • ENTRY ` •• ••-• ' -: •` - ; RESISTANT - u, I ( WALE-MOUNTED LIGHT FIXTURE ` . ;, __ , •., + �--, GYPSUMV ENTRY " �',' • 6 w as 23 w . BEDROOM 1 _ • - EQ. • ' EQ.. Q' EQ• {t ,, . w CLOSET , 87EIFThe acL1 MR GYP ONi _ ._ ♦ _ , , _, , ' . • • • 1 _. x' , . -' ' • , . . • I ''r - - • ' _ - , , -•r., , . , . , - ,_ ,�____ "' 0° , DASHED SIDE MOISTURE GYP BOARD REVISIONS • r. �, +--�` " ' I-j 1 T BEDROOM 1 G in I '''3i� ' rg -...... _--- 1,,�-.,,\ .. f i .-. .,. •., 1 Ea ,� _ '_` '. " >; ; . _ . • , . ' a o 1 ui r...------_I - AX-5.1- - :1! r 7:- ..:AX-5.1 • ' - _ BATH 1 BATH 2 w `, w 1' , , • Author Checker : _ .' w , = m 1' I, m 1 ! v ELECTRICAL PANEL SEE 14/AX-8.11 _ - y ` ti _ • _ _ 1 § BATH 1 - -7 i 3 ; I I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN 8Y CHECK BY { = •- -,. -- � i� 1 4 BATH 2 46 d I, y `` J { ` . �? ^ \-v-le ,AD� ! OP;1 A_ ' OPT-XL-4 _ _rEil PERMIT SET w �,, tl^ 1-_ ® r _ { t° EXHAUST _, ♦ . c --I §S --F--- I I 1 7 STATUS " ' ; ' `1 w v __.. --E --_ 1 ". j ( ` I t EXHAUST-WALL VENT . r� 1"i �', , T i'�'' 1 - , H n '�. I 03.29.2018 CENTER CENTER` • v I DATE OVER , EQ EQ OVER , EQ , EQ 17052 I VAtilITY ' / VArIIITY MOISTURE RESISTANT PROJECT NUMBER _ EQ EQ _ EQ I. EQ EQ j. EQ L L GYPSUM -' •' • '' _ , 10'-10" ,2'-61/4" , 5'-51/2" 3'-11" 10'-51/2" 10'-23/4" - q A)ca 5 17 a 2 UNIT 3 BED - TYPE B - RCP UNIT 3 BED - TYPE B ©2018OTAK,INC. if this drawing Is not 24"x 36;it has been • -5.1 / SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" sy n3duced/enlarged Scale accordingly. ,• • ,./-K 04 ) GENERAL NOTES - UNITS 01 ,,. .-( 01 ) 01 ---< °4 01 / .i (-241)-N'\NNI E°e. I v q 1 ..,. , / 02 ,,,,..-(--61) A. ALL DIMENSIONS ARE TO FACE OF STUD AND EDGE OF • ( 02 )-. ..2%,.. *-.2....::...."..."-----..„,,,,...„..0 / ,•ffr 02 ROUGH OPENING UNLESS OTHERWISE NOTED. 31. B. FOR ARCHITECTURAL ABBREVIATIONS&SYMBOLS • . 4E111 . LEGEND SEE COVER SHEET. Otak A ch ects, Inc. 411111 - or ( 12 )--,,,, C. FOR CONSTRUCTION ASSEMBLY DESCRIPTIONS SEE 808 S Third • fenue,Suite 300 Pc1and,OR 97204 / ---....----****-"#----.--.---'-'-°"-- SHEET VERTICAL AND HORIZONTAL ASSEMBUES r- ••••, GED 0 . BLOCKING-TYP -. SHEETS. m in 503.287.6825 ,---( 11 ) BLOCKING-TYP Th,N,.. / '' '........."*---_,,.....„.„,,..., D. SEE SCHEDULES SHEET FOR ROOM FINISH SCHEDULE . .../' 05 0 o AND FOR DOOR AND VVINDOW TYPES AND SCHEDULES. - .___A- • ./: i ://' .-( 09 > • . *...."---„,.......r t• N... 1 I ii -r r 1 el/ N't4. _ nin _..1 r, _ .1 I r - r - - ----I E. SEE 1/AX-8.12&2/AX-8.12 FOR NON-RATED WALL 4•,t,, ,,, -. L .1... .iii SHOWER I ... L r /./21- -....., L J "2• I I I 1 L J INTERSECTION DETAILS AT 1-HR WALLS AND 1-HR • 05 I 1 0, FLOORS. 312, BRIAN R.FLEENER f..4 r 1 1111111111111111111 CONTROLS , d• I =mos r 1 1 I SHOVVER =I ==0 I I =, I. J 'I N _. e E......--'3 L J • 'rl IN 0...----"--------- CONTROLS L - ....I I F. LIGHT SVVITCHES,ENVIRONMENTAL CONTROLS,AND I ---( 08 > --' . 0- . .. • . . . . OTHER CONTROLS SHALL BE 48"HIGH MAXIMUM ABOVE ., I VTLANO,OR ____\•,, , FINISH FLOOR. ELECTRICAL TELECOMMUNICATIONS ..., . , . (TELEPHONE/TELEVISION OUTLETS RECEPTACLES ON Ill ,, ,- ......1 ABOVEINAs SAHALLNISHEBDE FLOOR. MOUNTED BETWEEN 15"AND 48" OF 0 . . . ., \ / " / IIF \ N. 7 - IR , 11,01 ma _...../ • 3/29/2018 . • 11„ 25 1/2" "• • • 4- • si 21 1/2" 4.120„ 20 1/2" I. - - • 7 o r . -1 34" y 12" , 30" 41 1/2t 16" i. 60" . •11:- 1 12" 1 * • 30" 35" . G. ELECTRICAL PANEL TO BE LOCATED WITHIN REACH RANGE OF 48"ABOVE FINISHED FLOOR TO HIGHEST CONTROL AT GROUND FLOOR UNITS. • .1. 60" •I° • STAMP VERIFY W/MFR VERIFY W/MFR " REMOVABLE " . VERIFY W/MFR REMOVABLE • VERIFY W/MFR •1 H. SEE DETAILS 9/AX-8.11 & 10/AX-8.11 FOR INFORMATION - 4A 4B 5A 5B . REGARDING OUTLET BOX PLACEMENT AND DETAILS 11/AX-8.11 &12/AX-8.11 FOR PLUMBING PENETRATIONS ..1-- ..1---Lv. INTERIOR ELEVATIONS BATHROOM 1 (ACCESSIBLE PER 1003. 11 .2) INTERIOR ELEVATIONS BATHROOM 2 . FOR ONE HOUR RATED WALLS. ; SCALE: 1/2" V-0" ) SCALE: 1/2"=1=0" I. SEE 5/AX-8.14 FOR TYPICAL INTERIOR WOOD DOOR DBG PROPERTIES = 1111, FRAME DETAIL AND HINGE JAMB DIMENSION. LLC • • • J. SEE 17/AX-8.13 FOR WATER CLOSET AND SHOWER • BLOCKING LOCATIONS AND TYPE A UNIT WASHER/ • • DRYER REQUIREMENTS. •. CONSULTANT • 0 • • • • - K SEE 3/AX-8.13 FOR TYPICAL CLOSET ROD SHELF DETAIL - , - , - ...,.... „....„, '. • •„ L. PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES • - -... / . -• -.. / . - - , ://,- , - / , . . - , - / . • AT ALL FLOORS. , / . - • • 1 1 -s.. .., / 1 '......... •""- ..• / 1 '''' .... N. ..... / .... ... ..• .‘.- .'", 0 II •"' --....1 1------- ___e______,______,__ M. ALL FAUCETS TO HAVE LEVER HANDLES. / . . -1,r----- / . • • / . . N . \ /' N. • / / N. WATER HEATERS TO BE STRAPPED TO . / . / / -,* •,-- ---c----7----7"--- . . / . • • WALL SEE 6/AX-8.13 . / ./ .IJ 1,/ A V . • • r GM cs . . cs - ..."„...„... 8 E-4 • . . . . r- == I I op."'"°' c==, 0' - „ .. . „, . /1 INN . NN IN N • C; h , „ „,...„------- • c ) INTERIOR ELEVATION KEYNOTES I-: • -, DW . . . . . . . . . o . r - - . . . . . . ../. . 1. SHOWER CURTAIN ROD . . . . . . ._.„, . .., , ., . • I . • 2. TUB/SHOWER ENCLOSURE -S- , ... ....... ...... ... .. . . • r , * 30" -/'• 30" 4.' 30" L 30" 24" al 15" Jr • 3. BLOCKING IN WALL FOR FUTURE GRAB BARS VERIFY W/MFR REMOVABLE VERIFY W/MFR " REMOVABLE . /ERIFY W/MF REQUIRED AT GROUND FLOOR UNITS ONLY.SEE • 1/AX-8.11 CO 3A 4. UGHT FIXTURE CENTERED OVER MIRROR FM. • Z 0 SCALE: 1/2" V "INTERIOR ELEVATION KITCHEN 5. TOILET PAPER DISPENSER @ 18%24"AFF • LL1 . 6. 18"TOWEL BAR @ 48"AFF,PROVIDE BLOCKING _ . = -0 ' • • • M 43'-4 1/4" • 7. 24"TOWEL BAR @ 48"AFF.PROVIDE BLOCKING /- 1 1.11.1 • • 10'-5 3/8" 10'-8 3/8" 8. REMOVABLE CABINET,CONTINUE FLOORING 4'-6" .,1'-8", 6'-1" 20'-5 1/2" 22'-2 1/2" . • 9. BASE UNDERAND CABINET.WALL AND DE FLOOR2/A X-8.11 . 41 • . ilk FINISH CONTINUED 1149 CI . ..1- • i" ' • 1..e""(//- GUARDRAIL f- OVERBUILD SLOPE - • -8.0 • I • / BEHIND APPLIANCE 0- w SLOPE --- ,..-•------ liciC Fiej I 'D L.-.04....ms--exa.w.••=44von....m•-41-7,.........., 1,---.--.., -../.., 1 , . • • 10. RANGE EXHAUST HOOD • f --i r; , \ I 1 I \ ' 11. SINK RIM AND WORK SURFACE COUNTER TO BE 34" CO n , • , § MAX AFF.AT ALL'TYPE A UNITS,AND 36"AFF.AT ALL • i au I DECK Z • DECK I a. OTHER UNITS , -• •• • . - • • - , * • - . •- -, A ' A A ,A ••A , .• .'' . '„A. , . ' 'A. .. . A , A.. I A•b D cf)AT SILL • To C . / ',',4: 12 MIRROR WITH REFLECTIVE SURFACE MOUNTED 40" ...i T, cc4 ct) - MAXIMUM AFF.OFCI ...___ -- • LIU u) > 01%-. Z ! •••-..I.I-4111h,-J 4 . I, Pr '4 . , ro.• • .. • i, ...••••,. .••11 4 . . I[...--..•••••••444-kript..•=4-esel ro......:4E.....11114411bUi ll •. . . ,. „ . .. . - v . .. 1, . ,i%. .. • e CO J 13.WASHER/DRYER DRYER Ct li , ." • :.: " : la ‘. . .• - -" - " '' *" ' ' ' • • ' ' - •- '- -.• A •6'-Oa"- ..- ':''"•• :.5':•-•0",* , ,", *- „ -,'- 5,' 0" ...*"• -. , - 6'-,9"1/2,1 ,; • „ DINING LIVING ROOM 14.PAPER TOWEL DISPENSER - - • , . ,mor - ., . ' CO - CL, • -.... , --. , . . , ... .. „..-..1 i" BEDROOM 2 BEDROOM 3 LLI r•-• C) , . . kr 1 ------, IV H-- ci 15.SOAP DISPENSER I fr 11"-- .''.-. . -:.‘ •DINING',. * :- -•• : - ..•-' .'" LIVING ROOM •1: . ",• ' - s.'"...`" ":. - -.." --':" ••• - -,- • - 1 •-, •*--' . - Lii' -‘. ' • •;. :. : *- : -,. : -, .,,, .' *.'- ...* '''',": ...: .• a i ..•" \ oo X C) < .., . . •-• cz 16.SEAT COVER DISPENSER . '' • f to t•-• 0 Z CO ....... ',%0 ,- • • f § ••I s ,_--,_._. Ilami 1•••- I- - • - • - EQ . • •-• - '. • .- ••* •.',Ela • - :. - ._ - :.-. _ -, :- ' '. .•-• - •"‘: --, - ' - - "c-- '- - .. '-'-.• -'-:- ; 2" -..: • -- ".•- " -, .‘ • •••":. 1. .-:- •--.-. i i 0 ,•// , , , - , s-, 17.TOILET PAPER DISPENSER ‘ ,,, ..,,,, V- \ , s, . , .,... El I , i Ea ,, \ . ., 04 TITLE `.4 i e--.....-I, : s, i---r--..-.r.....••:,••,..vii--z.--...c.:---.1,- Ax_5.18, 1 ‘, --1 i / r 1 , . •________( • • _ . .. . ..•,,„ , I I , I 1 , , , I i 1 zil . . .. I , , I , W r I \ -1 t ., x 1 UNIT LEGEND # DATE DESCRIPTION ,.•.` •• ". 1 i 1 1 -• / . - "- ' .- . " - • .' - " ' ..' ' " • • • • - -• - - • - • •• - BEDROOM 2- : ci• • . .. ... . ., . , - - - •• •• - 1 f 1 1 I ..I s, ! ,Z \ ; %. , • • . ' ' ' • •* . '•: • ... ' ' . . -'• '.. • -• '' • -• • • . - - ' - .• ..; , •' • '• • • • ' BEDROOM 3 '•- • •-• - , , ........, - r..-__::;:, . -„,,,,ar _ _. , ____ - 0) C.) , .., , ., • ., • , ., • . .. , , i i'a , a REF D I -,..........- cv ,74. '1-.---`-% -:"-I ' ' • -.• • " , . ' ,. . .. . W i SMOKE DETECTOR -- „.1-- . .• 1 . .‘ -cr., .. • Tv 1 I --, .2 -tv. It} C.) f--- AO Al r• , 1 3: / r- 3 , . CEILING SURFACE MOUNTED LIGHT , /4- gz . r 1 - -I • ):: FIXTURE . 1R,4 CL6 • MOISTURE / - o :3 ki• 2 = 1 . 1 1 1 1 :co e- )"1 ‹RESISTANT ALIGN < co 9 11 I 1 lo WALL-MOUNTED LIGHT FIXTURE ... . • „ ..• ,._ . . . 1 I . •_ _ , ,. • - '' : ' '% BEDRooki i ..'-:: , -, .-,:" '-: ,I, .,-;„i, ,.._ ..:. - -- , - - ,:••.'6',1,9_112",u,1 .:..b , - 6 -10 1/2 7-• ' • ' .,.... , •. .. •: ... ,. -., .. -, ., : , ..-,., • GYPSUM , - • co i , ,BR . WIRE SHELF • To ' • • ., . ,_ Er i i ,_ .\....,...„.....14...--:,-....' N.,. -., '- 1- 1 . ,V ---.J • , , r, / \ ENTRY I. ,- ----..- , . MR GYP ON • . ,. , • . . _ .. , . . . .. ' -' '. - " ' • " ' ' I e • 's4' -. '<7.-- * '.,BATH i''.. • . - • , , _ : • •_• BATH 2 . . . ... . , 6 it 1 1 t..._ ....4 r- 1 BATH 2 r ----\ / • , 1 MOISTURE GYP BOARD . A e.• / I i\ i ,..._...._. .. . . . OS e-• IMI BEDROOM 1 , rii i..1 100 tlf:2:\ -V - , - • . •- , x I t I _.-- 1 . . ; I 11"111 as - CI<,TF Checker - „ EQ i'..7 ... •• , : -, • „,- • „ -„• -• ,. . . N. W .:-.11 1 1 I .. + k ' In , AX-5. :* • • El . ... • . ., , . • _, .. •• , , .. ,. him 1 1 I „ . „ • • • • • . . , . ‘ \ I COORDINATE WITH ELECTRICAL DRAWINGS DRAWN BY CHECK BY 'I -' . ' s- • ' -' -: :s - • ' ' • '''.' ' - • • =' ''s :" - • s ..• •...- ' s; •. ,, • . ... , : . , • = • - '• • - 0 . 0 • \ Wet 11) N ,,.. 1 ,, i 0 1 1 , s ,s b n -§. 5B 1 / \,,,,-.4f-.:....4B' : 1 ' PERMIT SET • , 0 il -7-----.- Z EXHAUST 'rr - ..- ...- .,, - '-..; IT:. , . .* -.:' .‘ ';" , •. , . / '• . , To. . 11 ___ • , 07297;8 *i• 'AL' 4:1 I Ell I . 10 1 Fel I 1 El .... , -1 11 r-.A r I 7 1 . EXHAUST-WALL VENT .Si L-1CENTER CENTER .• .• .. . . • ' - '- • -• ' ••• *-1-(• • •- '' - - •• - I . '').'1.1 . . .• , . 1 --o , I, , • • I • DATE r•-- • b N.N.,,, .. I, EQ EQ OVER OVER : • 17052 I I.f •P VANITY VANITY .• MOISTURE RESISTANT . PROJECT NUMBER • EQ EQ g'-5 1/2"I. 2'-9" / . „ 3'-6" 3'-6 1/2" ." * 3'-6" 3'-6 1/2" • I GYPSUM .c• •,• -,, ." • • I' 10'-10" ,21-6 1/4" , 5'-5 1/2" , 3'-4 3/4" 10'-5 1/2" 10'-8 1/4" • " . : . . • .• 4r. q • Mimi 5 i i 8 • UNIT 3 BED - TYPE A a , SCALE: 1/4"=1,-0" IP • UNIT 3 BED - TYPE A a : SCALE: 1/4"=V-0" • • 0 2018 OTAK,INC. If this drawing is not 24"x 36*,It has been reduced/enlarged.Scale accordingly. • • WRB WRAP OVER . Otak • SAM AND MTL • . FLASHING N FIBER CEMENT SIDING V SEE ELEVATIONS • 4�l SAM WRAP OVER . . SEE PLANIII FLASHING Otak A r I -cts, Inc. METAL FLASHING �i WITH DRIP EDGE • 8#: • 'rd A nue,Suite 300 UNIT \ / ,i ill Po =nd,OR 97204 INTERIOR - METAL BASE ma-503.287.6825 i FLASHING i • www.otak.com 'I SEE SECTION • -- T /7 , 1 NOTE:NO • 1 ,' A '`' - '�k- BALCONY AT SIM PRE-MFR TRUSS SEE ' • 1 \� �\ .\. RIGID INSULATION % RAIN SCRE1 TRS EN FURRING- • 320. EXTERIOR BEHIND HEADER - DO NOT PLACE OVER BRIAN),FLEEN R 2. Z-+ FIBER CEMENT SIDING, ' WINDOW FLANGE HUi HEADER SEE , STRUCTURAL SEE ELEVATIONS FIBER CEMENT /■■/ ~ •. SIDING %MILANO,OIC HEADER SEE r ,/ RAINSCREEN FURRING / ■■ i RIGID INSULATION /■/ ''r / �" OF 0 II nu STRUCTURAL : MIMIII I / LAP SAM OVER METAL \ r_• LAP SAM sass . , A BEHIND HEADER \/■/ FLASHING . > FLASHING OVER //■ AA r� I i �� C• % I:I � / LAP.WEATHER BARRIER LAPLIWRB OVERS STAMP3/29/2018 bji /� OVER SAM AND MTL SAM AND MTL / _I ■// FLASHING %e FLASHING INTERIOR r , . t~.- r�. .. L - ��r EXTERIOR END DAM SHEATHING • • J N / , • , LINSECT SCREEN W/ - / ; , 41 SEE ■ MO I END DAM BEl(OND -- - ! ted+ ......n.,47 . SUBSTRATE PLAN ■/I INTERLOCK W/JAMB "�► ' I2" MIN \-- .. .moi- �� OVER As-- ■/ ■ I FLASHING 1 r AT BOT OF RAIN EXTEND FLEXIBLE SILL. %%~ EXTEND TO 1/2" �� SAM WRAP BELOW TOP OF - . + r FLASHING INSECT SCREEN W/1/2"AIR FLASHING PROFILE ` } , SCREEN,DO NOT • FLASHING HORLZ TO HEAD FLASHING TO �`' SPACE MIN Al BOT OF FILL GAPS WITH , j CAUUCt�I PROPERTIES PROJECT BEYOND -•. WRB WRAP OVER SAM + a _ END DAM BEYOND, VERT JAMB FLASHING INSTALLED LATER AND MTL FLASHING RAIN SCREEN, DO NOT . EXPANDING • LLC • APPLIED LATER - CAULK FOAM SEALANT �~ �rii i INTERLOCK W/ JAMB FLASHING AT - i °'-"'� �'= METAL HEAD FLASHING .. ,. ... , JAMB FLASHING ' ' METAL HEAD FLASHING '� L.- SET IN SEALANT WITH _ _...... .. i.it.‹.."...„/„.. SILL FLASHING BOTH SIDES OF END DAMS SET ONTO HORIZ BELOW THE SILL. • OPENING. EXTEND SET IN SEALANT WITH �8, �— METAL HEAD FLASHING CONSULTANT FASTEN THE TOP EDGE BEYOND SILL FLASHING �� SEE SECTION j END DAMS SET ONTO • SEALANT BEDDING JOINT WRAP 5/8"GYP BD --- SET IN SEALANT WITH OF THE SILL FLASHING AND ABOVE WHERE SEALANT BEDDING JOINT HOLLOW METAL END DAMS SET ONTO UNIT END DAMV DOOR AND FRAME SEALANT ALL , SEALANT BEDDING JOINT TO THE FRAME. BUT DO WATER DAM HEAD FLASHING WILL VINYL NAIL NOT FASTEN THE INTERSECT.LAP JAMB INTERIOR FLANGE WINDOW FLASHING PROFILE AROUND WINDOW 0 LOWER EDGE SO THE FLASHING OVER TOP ' VINYL"NAIL FIN" WEATHER RESISTANT ',- FLEXIBLE FLASHING AT OF SILL FLASHING •- ' FIRE SEALANT WINDOW NOTE: PROVIDE NOTE: PROVIDE BARRIER APPLIED SILL, LAP OVER LEAVE DOTTOME EDGE WEATHER WEATHER . FIRE SEALANT LATER MAY BE SLIPPEDWEATHER RESISTIVE UNATTACHED. WRAP AS PER WRAP AS PER UP AND UNDERNEATHe91.....,:...;-,:-:...* ,,,' BARRIER&WATER :- 17/A8.01 17/A8.01 THE FLASHING INADAM,PROVIDE WEATHERBOARD •• ,-.- : •;1 �% POSITIVE SLOPE TO FASHION. 'v EXTERIOR'.', • INRIOROFSILLAMAT 11 WINDOW HEAD AT BALCONY - F"C. 7 DOOR HEAD AT FIBER CEMENT 3 WINDOW HEAD AT TRUSS ,\ I\ . -8.0 SCALE: 3"=1"-0" A -8.0 SCALE: 3"=1'-0" ' -8.0 SCALE: 3"=1'-0" ' f STEP 1 • STEP 2 • LAP WEATHER RESISTIVE JAMB STUDS,SEE TO SEAL THE WINDOW BARRIER OVER SIDE FLANGE STRUCTURAL INTERIOR 1 x MDF SILL,PAINTED AND MEMBRANE FRAME TO OPENING SEE 0 N.N.--N • APPLY CONTINUOUS WATERPROOFING,TYP PIAN JAMB STUDS,SEE SEE PLAN SEAL TO THE APPLY CONTINUOUS STRUCTURAL . .. ... j_ . BACKSIDE OF THE SEAL.ALONG TOP END DAM UNDER THRESHOLD FLANGE (HEAD)MOUNTING -• 1X MDF TRIM MOUNTINGEAN THE OUTER FLANGE. EMBED _...... . . ... .... ` , .. ... 0 BOTTOM OF HEAD EDGE AND IN-LINE EXTEND TO 1/2"BELOW FLASHING AGAINST \Y ~ ' ° WITH ANY PRE- TOP OF HEAD FLASHING SEALANT(FLASHING I BACKER ROD SEALANTALL PUNCHED HOLES OR � 104- &SEALANT AROUND SLOTS ON THE SEALANT). EXTEND �d2� — • WINDOW MOUNTING FLANGE. , - ' HEAD FLASHING 4# 84 BEFORE BEYOND EACH JAMB -• 1 . . WRAP SAM SHIM AS INSTALLATION • -1 FLASHING.FASTEN IN -i, ._ ft INTO ROUGH • REQUIRED BY LU t� MFR,0FILL GAPS • PLACE. "?'•:4:::. s, OPENING �..+ RESEAL ALL OUTSIDE ,_^ - 2 ... JOINTS OF \ • WITH EXPANDING \ 2 LAP WRB OVER � __ ,- • , �.-. .: i� - FOAMS :__:_ _ .._... _. ,Zfi�`.--....M_......._m.._.- _ � ._..._. --- MECHANICALLY - — i►-��' ;-� T JOINED FRAMES. ` SAM • �---* -- ---} I -1 T + �q,� " , � SHIM&ADJUST OVERLAP PAN WITH FIBER CEMENT SIDING —1 �,/ ft VINYL"NAIL ` r UJUJ �� WINDOW TO ACHIEVE �� MEMBRANE WATERPROOFING ___ • RAINSCREEN FURRING / ch FIN"WINDOW " �, SQUARE. PLUM&LEVEL \ SYSTEM PER MFR AT DECKS METAL L•TRIM W/HEMMED BACKER ROD&SEALANT 3/g�� "� WRAP SAM INTO OPENING C 0 O _ CONDITION USE \ EDGE,INTERLOCK W/END FIBER CEMENT SIDING Owe Ct I ' CORROSION RESISTANT 24 GA FULLY S%LØDRERED G-90 az DAMS OF HEAD FLASHING EXTERIOR x FASTENERS. FASTEN `� GALVANIZED PAN — AND WEATHER LAP END METAL L-TRIM" W/HEMMED RAIN SCREEN FURRING, L2r WITHIN 10"AND NO �. DAMS OF SILL PAN EDGE,INTERLOCK W/END DO NOT PLACE OVER W » �. DAMS OF HEAD FLASHING WINDOW FLANGE T � ' CLOSER THAT 3 IN FLASHING N • ir,-.- EACH DIRECTION FROM AND WEATHER LAP END LAP WEATHER RESISTIVE 4 EVERY CORNER. NOTE:PROVIDE DAMS OF SILL PAN NOTE:PROVIDE BARRIER INTO RO,WRAP SECURE WINDOW • HOLLOW METAL WEATHER FLASHING WEATHER FLEXIBLE FLASHING Z DOOR AND FRAME _ w AROUND FRAME WRAP AS PER WRAP AS PER OVER WINDOW FLANGE T I N OPENING W/ 17/A8.01 . 17/A8.01 AND SEAL TO FIN CI 0 EQUIVALENT OF 6d 0 T co 0) "'� • STEP 3 FASTENERS AT 16"O.C. STEP 4 do DOER PAN FLASHING 6 DOOR JAMB AT FIBER CEMENT 2 WINDOW JAMB AT FIBER CEMENT LT. o) o - -8.0 SCALE: 3 -1-0 A -8.0 SCALE: 3 =1-0 A -8,0 SCALE: 3 =1-0 . . T N- CI e ce W N. (9 ^„ T 1 I-", T 1 x MDF TRIM, . PAINTED TITLE WEATHER 0 WRB TYPICAL, . RESISITIVE • . SEE 261A8.01 FOR BARRIER, LAP OVER ;:',';• .1��'' ADDITIONAL O TRIM BEYOND . FLEXIBLE HEAD 1 INFORMATION INTERIOR "-3 . EXTERIOR DOOR FRAME BEYOND ii # DATE DESCRIPTION •••- co SEALANT ALL ,z _ FLASHING ,-I Ac..:.� ' , _ END DAM OF SILL PAN, I AROUND WINDOW ; ' r`; "c r� RAIN SCREEN ANCHOR AND SEAL TO SHIM WINDOW AS FURRING JAMB RO REQUIRED BY MFR 2ND COURSE OF WRB --- `%=`;:1-•••':,:;.1 --::.,••••4":-r ALIGN OVER PROVIDE ,,., . .) \ WALL STUDS —dam � INSECT SCREEN AT / DOOR PER DOOR SCHEDULE » » » .,-``� VINYL �' DOOR THRESHOLD OLD SETT 1 �` - WINDOW IL FIN "T::' / IN FULL BED SEALAN ':•-;,.:,'..,... -;. WINDOW TOP AND ..,,„-• L \, \ _,..\.... .1_.\\'' + • BACKER ROD& LAP WEATHER. . ''`1'' FRAME —�---— --_ ------� BOTTOM OF r— — — — SIDEWALK OR . _'`` ,, RESISTIVE •r ,,,,*•-:N. \ \ _ — RAIN SCREEN 1 `� SEALANT BARRIER TO SHED `` '"`` WINDOW \ / } OPEN SPACE , ww, ASPHALT PAVING METAL J-TRIM TO SLAB WITH DRIP EDGE WATER,HOR[Z ':•:',•,:.,-,'-„':--,...';Y::-.4.1 T FRAME Iti } BETWEEN ,-Kjt - - - ,T.• `rte` ter--- �' JOINTS 2"MIN, , -{ ` NAILING it. '''': } FURRING • •:, - , • n I /■ : • � .a ••i ' �k RAIN SCREEN REVISIONS VERTICAL JOINTS ,..•,,,," ... _ FLANGE , I } ^; '' '' FURRING TO STOP 1ST COURSE OF WRB ------: '-•-- ,-r',•, DASHED "semI `\ I 1,.. NOTE:THIS DETAIL IS BASED ON HAMA , , •- , p: 2400-02 METHOD B. SEE MMA 2400-02 �`"j'~ �/ • . • J SHORT OF NAIL FIN SUP BOTTOM OF • ..:'',i,'r. ;� I I : :;: '� ■ -� ` .. - :•: •-:� PLANSFLEXIBLE FLASHING JAMB FLASHING& FOR FULL WRITTEN DESCRIPTION OF • } % ( _ - f i • `~�-, INSTALL WINDOWS PER MFR •4 • _�■ • ,, , •_•:,_. a . ''• .- `- - ..� - , `. OVER 1/8"CORRUGATED �0r • Checker SILL FLASHING - =':'mss: t.:; SYSTEM } } PLASTIC BACK DAM AND DRAWN BY CHECK BY RECOMMENDATIONS, NOTIFY INTERUPTED } I :� i OVER WEATHER ,,^r. . � ii, �� '" ' . I, 1 i + I DOWN FXT OVER WRB ARCHITECT IF CONFLICTS OCCUR. RAIN SCREEN }—— 4, --; i-- , + ;— , ET RESISTIVE ' FURRING FOR �-- RAINSCREEN - ■; —i ; 11:7, -' —". ± SEALANT JOINT + S BARRIER AT \ . VENTILATION `° FURRING NOT ` II �`� � � / '! 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T NUMBER • I! I I-I I II I ___ I 1 �.t" " .r..• �'..7.., SYSTEM,S PROJECT 8"PERF.UNDERDRAIN -I 1 1----1 _•'-i 1 ; -1 I 1 ..-.-1:-,: :.- •,'. '' `? +' •''`' A r_,• ;,.„.„..4 =* �:1` PIPE(BOTTOM HALF NO #'_ _ -- i -1 - `-"•1; a:; •I :,Il`_' 100,44. - HOLES}RUN ENTIRE -- ; . . I I _III- -I I I__ I I -1• 1 a •''?t••'4:x.» ' I . LENGTH OF PLANTER A)(..8 . 04 17 STORM WATER PLANTER EXTERIOR - FOUNDATION AT GRADE x}2018 oTAIC,INC. • -8.1 A SCALE: 1"=1'-0" ' A -$, SCALE: 1 1/2"= 1`-0" • red jucedlenla�Bd Scale accordinglybeen . ..--- 1-1/2"X 1-1/2"TOP RAIL . -----.•/''''''''' __ ...,,•-• 1 - - 0* / _____:„..........„,.......,..„.„.. 3/4"X 3/4"!BALUSTER . ...-,- - ..-•:- -,. - •,, _, --./ . . • GUARDRAIL SHALL BE ---:405"'....a., •'''', Itk' • • .,:..._,,„.."*--°.°' . DESIGNED TO RESIST •-• ' . ' - ' - A LINEAR LOAD OF OF ( ft' Ar .--cts, Inc. . . / <P * 50 POUNDS PER / i K • LINEAR FOOT MIN. 808 S ird A -nue,Suite 300 / , Po and,OR 97204 WELDED EDGE / l'"' • • m- 503,287.6825 / z A 4 6 . www.otalccom ' _ . . 21 . • , ../ *'•,,; I-_: : „ ./ si::) t A . . GUARDRAILSEE 4 Nii • 12I._ E ,o '4 SUP RESISTANT FINISH, . a :RIAN R.FLEENER4 ,,,c, p ,„,_/ . . SEE FINISH SCHEDULE - PARAPET SEE SECTION -.." DECK FRAMING,SEE s STRUCTURAL PORTLAND,OR . WALL • it. 1/4"112"MAX — LAP SAIVIF OVER . SLOPE PREFINISHED METAL OF 0 SADDLE FLASHING,PLACE FLASHING 3/29/2018 OVER FLEXIBLE FLASHING ..-", '''' ' ' • • AT INSIDE CORNER •_ '''s":-- . _.---:-.. :•-.41-%;,..... . , _.. • STAMP ..k...,:c•.: : ' ' 1 " ? ,7.- LAP . • • WEATHER t:.•1:=;,;',;;;-::;v.,- - i c......... ' RESISTIVE • :• . . BARRIER -,t;';'-':',:-,:•i'•-:..,:'••; ;."'"....,• ® . i. ; . OVER METAL \, ..,:'•::-.,:',•z;:•;-•--•' . e-';',`•-••. • . . •-•.-;-•.-c•-..--:.'''4':•-• ''''-'-' , 1 :',. ..._________ ' . GUARDRAIL SPACER IrThr-l-n-til-v. i'r 7 SADDLE •.••.,,...,r.,-•.:•••.-..., ;.?°:-.:•••••-,7..:,, ,.".-:4•0 <> •<> . • . i __- , FLASHING f•i--, ,-:.---,-,., -.: ‘ ,./•- • i DBCi PROPERTIES :. 7:iif : : -.-!-"4.7- ' . . <s> /1-4.- . ,, - STEEL PLATE,SEE . ' w:‘ .,...• '4' 1 I ,:. k?:.. li,.. STRUCTURAL LLC :-.•:.•7•i•-,':*-':-.,':-.';:-;%:'''.-- -.,... ' . SAMF .,,.1..-. 3.,t,:•1 .,,::.„-,,,e•-• -,,,,„ ._ -,:'-,:"•': -I'i•t'-1. FIBER CEMENT PLANEL :1;.„:....:,, .-;r;,•-•;: 1 : ,.' .*,•=. ;=3;.,"•:-. • ::-.",- BUTT AND SEAL TO SIDE T, A - OF STEEL PLATE, ''',,,, ":•:'1•3.:::.:-•1-„:-.,::.;.'''.: :•at.;...-: .. I •-•::2:';',--.7 :'-•••••:;..v.;,'-'•,`"iiY:;•'--c* - _ PAINTED CONSULTANT . ,._,.. ,. , ".. 7- `-*-:'---. ..-,;-. .,,::-.•;'- . :. . -• ' 1 1 ' r- ---- 1 -- ' , .;(.-•:',4;‘**-*:' -c•:'. ,:: :*•'•:, ,:':',-,-":".•-." *,- ' Z------1 ,,,,.:, 1 • - i 1 . i ;• - •1 i . - -. •...r ' . . ,:‘,*::::---e,:i.f:',..1.:_'• ';'-,*::, ':::11: -,`.;:-*:-. :4.':;:::',:'"1:',:' . ,1 I I ' I . 2x4 NAILING BLOCK 1 N\NNN - • i - WRB LAP OVER SAM ....... , ..,... i I .• 1 "-..,-..5.„..,:, r..,•••7 WRAP SAMF AT CORNER 1 I '• s .;7;• I ._ •,,_:-.----- FLASHING AND METAL :.:.-.*,.'..- ' . .. SEE FLASHING --- • . •.-.7 - 1 •-•-••-..,.. •,...-..-.. , _ ,.,.., ' SECTION ,,. .' ' 4 -, : ., ! : .,,,, N___ PREFINISHED METAL SEE • ?•••• .,1 FIBER CEMENT PANEL FLASHING , • PLAN f- : *, SAM FLASHING LAP OVER .. 2 METAL FLASHING FIBER CEMENT CEMENT SOFFIT •• II • • CONTINUOUS WRB <, 2"CONTINUOUS -I' • . • BEHIND CANOPY 7 SADDLE FLASHING :• ., UNEAR SOFFIT VENT ii • BEAM PER ' ' • 1 " I 1 I . • DROPPED BEAM PER . AI STRUCTURAL i I II . STRUCTURAL . 111111OWI '- . , " I 11 , . VENT BLOCK W/ -•:'' - INSECT SCREEN , -,L ' - . - • •. . I I '-j. WRB • , ;:'I 1 . . • 1 I . [ - ' 11-.1 -: 4' ' BOLT CANOPY TO RIM JOIST . -:i • . , METAL FLASHING c. c, . 1 . 3'-11 1/4" WITH HEMMED EDGE ' 4r ,..: ' • 1-1/2"X 1-1/2"METAL 16 • . -,--: • ; 1....e. Q 14 GUAGE POWDER COATED RAIL TOP RAIL . _ ' i 1..„--; • STEEL CANOPY N I T.O.GUARDRAIL ;• . .*** RAILING POST W/ i 2 BALCONY DETAIL . 00 , .,/' . BASE PLATE, ATTACH TO FASCIA . • , .8.0 SCALE: 3"=1'-0" . __. . --, I •, <> 3/4"X 3/4"METAL ,•• ...,, . tN" CO / ' : . Iti L, r•- ...__2%. . RAL, BALUSTER ''s> v• . Imill . . . , • . ;...3..1. 11MMMOMOIMONON.. i i.›...".., . . - .-- ... ...I 1 1..r 1 1,1-7n\ . I 1/2"X2"METAL w Z : co RAIL ...••••••"' ,.. 4 . IALI , -:"--I /% - ,.,- /%-.-- . , - - -- --/ - -. -;•• . .....- _ _-_--- ='= Cre.. '4 . ' I , __N. . - , - -7;1111 4 -0- . 2'-0"SEE SECTION .1.-- . METAL FLASHING --,'7" „."' -• \ 00 !I CDT 61. 1.... ) WRB . I GUARDRAIL SHALL BE • , 1/4" FIBER CEMENT ..0--'- - - .__ W . . .... ---for- FASCIA, PAINT)0( OPENING SHALL NOT ALL THE die,„------------- DESIGNED TO RESIST A LINEAR . .1. 11 - - CEDAR T&G SOFFIT ' PASSAGE OF A 4"DIAMETER SPHERE LOAD OF OF 50 POUNDS PER < CI . • LINEAR FOOT MIN. • SEE - 1 .,-- JOIST HANGER PER PLAN . ' r SI . TRUCTURAL , a BALCONY RAILING ELEVATION V/\ 0- -., rt <- LU CO .1 4 ' 1 CORRUGATED VENT BLOCK A • ..--- - WITH INSECT SCREEN A —8,0 SCALE: 1/2"=V-0" 4 6 . . z -8.0 5 METAL Z FURRING WITH . . 2 i\ CO F*1 < 13 CANOPY AT STAIR _ WEEPS 2x4NAILING BLOCK co" . V N . co"' C3 n co 1.11 . -8.0 SCALE: 3"=11-0" ' . SIDING,SEE ELEVS moil I Cq CI GUARDRAIL,SEE SEE W t7) CM • WRB . GUARDF BEHIND WRB, OCt ! . - 1 i . \/\ • ,-- • / '• - I , , .. 2x4 NAILING BLOCK . - ' ./ %-___, • .-. iriz,:._______.-------/„..-------------- ----- FLASHING MIN 4" RAINSCREEN . • 1/4712" . SUP RESISTANT FINISH, SEE FINISH SCHEDULE Um a 0 0) GO - 11111111111111 Ct I - I . . FURRING LU N-, f2 LU • i 11"1" SAM 1 II / INSECT SCREEN SLOPE DRAIN,SEE STRUCTURAL X Cs < ...../ -A, PLAN FLASHING AND METAL • Al 11 ./ —............„... _______-%----------------:___,..--- LAP SAM OVER PREFINISHED i•—• cl=.' r.--- LU 1 , FLASHING ' 1 ji r . SEE > fiH i: '.: ill MTL FLASHING EDGE SET - A . - , ,•••.... - METAL FLASHING - " s 'a * '• • -* ** -- ' - '".- * .1•_:...,_.' 2 1-V5i _la:-... ::i LI:ECTION ' ---s'"'•••---. ./ : ': SECTION SAM FLASHING LAP OVER /'llt y, - IN,SEALANT — ..-- i 7./// 4/•/ i,.../# -7,-,37 -,,-,'1 ' : .. 1 , - . -- 1 - • METAL FLASHING - „,. • - i'''""- --N. GUARDRAIL SPACER TITLE . „ - 1 1/4"/12" VcVtAT.EnRNPGRsOu0FralgFFIC • . .:' : % ' 1 . • ••• .. . , ___. /, '' I • HEADER PER -Z., i STRUCTURAL \ \ ,i - N SLOPE ' 4 STEEL PLATE,SEE #. DATE DESCRIPTION , 1 , • 'TYPICAL DETAIUNG ABOVE , °F._ . -7, .. - STRUCTURAL , - L • -:-.„1-.•.• CANOPY .--1 1 4,1 :— I-1 ' INSECT SCREEN ' 411111110 ' : \ \ * <>. • _i .1' '- F- IBER CEMENT PANEL . • . 5 * ,k L _ 1 IA . - i .. I - METAL FLASHING WITH HEMMED EDGE 1 . ''•L' BUTT/SEAL TO SIDE OF STEEL PLATE,PAINTED . I . Al'- • li • i< BOLT CANOPY TO RIM JOIST id- I BOLT CANOPY TO RIM JOIST II• -`----1 I • •7'I . - _ ; 1 '1.1.. . . _ . . . 144...........a.— - -. : '...........i 1 1 1 1 1 ......,.................... SS <> k 11 . liz 14 GAUGE POWDER • <-->. • . ,., 4- __Q • 14 GAUGE POWDER _ . --"'"----...„': I I 1 , i : Ii WRAP SAMF AT CORNER COATED STEEL CANOPY I COATED STEEL CANOPY .- i , 1. A s/1 ' ' dA ,t4, ' J . ‹: ' - /7 ' WRB CONT BEHIND LEDGER DECK FRAMING SLOPE TO .' - 1 , i - -'-----4..... 1 i , i --J , 1 i ''''''-'s". - — 20 CONTINUOUS LINEAR . REVISIONS 1,11.._ SOUD WOOD WINDOW • SOFFIT VENT i . --.._ ...r. '--"----------------. . 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VARIES ., SEE PLAN :.i T r LOUVERED STANDING SEAM F _ ,. . , . ... i � °rr :R� ' , -- r MECHANICAL SCREEN METAL ROOF ['` ___._ _ >�_ I ,, PRE-FINISHED WOOD BEAM SEE1 rt - • . \ Id W r-- in LIJ I I MTL FLASHING STRUCTURALu_ O Q �"" " TO MATCH ROOF ® N r"' C� I I PRE-FINISHED N. i-- W I All _ _ ~' i'' I�— MTL FLASHING GUTTER AND 1 TO MATCH ROOF 6 ROOF PENETRATION z ROOF PARAPET ' DOWNSPOUT TITLE WRB WRAP OVER / FLASHING i -8,1: SCALE 3"=1'-0" A -8,0; SCALE 1 1/2"=1'-0" # DATE DESCRIPTION r t i I I I �' I 1 CONT CLEAT I WRAP SAMF AT HSS RAIL PER I I �''' I _ CORNER RAIN SCREEN STRUCTURAL r VVRB �� FIBER CEMENT SIDING 1r HSS POST PERINSECT SCREEN STRUCTURAL -- = - I 2"LINEAR SOFFIT BARRIER, RESISTIVEWRAP R - AT BOTTOM OF VENT AT HIGH METAL REGLET FLASHING :, RAIN SCREEN BASE PLATE PER - _ SIDE OF AND LOW ROOF ACCESS HATCH W/ COUNTERFLASHING GYPSUM BOARD S WITH TERMINATION STUCTURAL ROOFING . li I SIDE OF SOFFIT PREFORMED CURB "111 WHERE APPACABLE - BAR TSEALANT BED PER l`,. 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NOTE CAULKING AND RELATED MATERIALS SPECIFIED IN UL SYSTEMS MUST BE APPROVED MATERIALS TO MEET rr , THE REQUIRED FIRE RATING. „,314”PLYWOOD • Otak UNDER TUB NOTE ` UNIT * UL SYSTEM NO F-C 1161 OR EQUIVALENT CAULKING AND RELATED MATERIALS SPECIFIED IN UL • CORRIDOR0 3X CAR DECKING CONTRACTOR TO SUBMIT UL-LISTED DETAIL FOR WR5/8"TYPE'X GYP BD SYSTEMS MUST BE APPROVED MATERIALS TO MEET '"'"' ti aw EXACT PENETRATION CONDITION AROUND TUB AT RATED THE REQUIRED FIRE RATING. SEE STRUCT FOR WALL ,.. TUB/SHOWER WALLS ONLY,TYP UL SYSTEM NO WL1001 AT METALLIC PIPE &FLOOR FRAMING ENCLOSURE -,--., OR CONDUIT CONDITIONS / . : �� a Otak = �t�CtS, Inc. OR WC "• • �� ; - 11,- ;\- :,, r`+ ' (, P, 808 S Third venue,Suite 300 • FILL VOID BETWEEN DRAIN UL SYSTEM NO WL20t33 AT NON-METALLIC PIPE OR j ��` * P• 1y_nd,OR97204 PIPE AND EDGE OF CONDUIT CONDITIONS %� / m 'n 503.287.6825 PLYWOOD WITH SEE SECTION �� www.otak.cam • THERMAFIBER INSULATION! 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LC DT-1 —�� L ._ - ='� // MAX SLOPE AT ALL _ Q C° I– -� to /� f TRANSITIONS, 1/4" to,..211 �� to d el = c LC J = in / ci d = / MAX HEIGHT AT XX Checker L - J �; M t VERTICAL PORTION DRAWN BY CHECK BY Q _ I _ OF SILL, 112 MAX . !' `-�- REMOVABLE 0 I M I ? to M /� OVERALL HEIGHT 2 1 SPERMITSET ti r IN-TUB SFA 00 T T v i I " l� CLEAR DOOR WIDTH-MIN.32 03.29.2018 ! F.O.LEAF TO F.O.STOP g - = DATE •` i ,�- ;$. \ I ,15"-16" BATHTUB WITHOUT BATHTUB WITHOUT BATHTUB WITHOUT TYPE A/TYPE B BATHTUB • TYPE AFTYPE B TYPE A/TYPE B 1 f `" - PERMANENT SEAT , PERMANENT SEAT PERMANENT SEAT (BACK WALL) (CONTROL WALL) (HEAD WALL) �- .� . 17052 (BACK WALL) (CONTROL WALL) (HEAD WALL) D I � PROJECT NUMBER i' 1-1--- 71" g g 1 3 NOMINAL DOOR DIMENSION A)(..8 , • ©2018 OTAK,INC. 17 ACCESSIBILITY MOUNTING HEIGHTS 5 DOOR CLEAR WIDTH 1 ADA SILL TRANSITION lfthis thawing isnot 24'x38,Ithas been A 8.1 SCALE: 1/2"=1'-0" seduced/enlarged.Scale accordingly. -8,1 SCALE: 1"=1'-0" � _g,1 SCALE: 6"=1'-0" Otak . . . . , • . • . . . p,..,,..,„„ _ . ....,. . .„..,„ ...„ p . . . , • Otak A : glects, Inc. . . 808 S Third venue,Suite 300 . • P and,OR 97204 rt-,-in 503.287.6825 . ' www.otak.com . . . .'' •t.: . . . - • . . 'N: ' . • ' 312' rvi. BRIAN R.MEER At . . , , • ' VAN%OR • OF 0 . . 3/29/2018 . 1x4 CEDAR BOARDS - STAMP N• ' ,,,, 9 \, . -8.1• -, • . . , \ . DBG PROPERTIES LLC• ..":„3y • CONSULTANT --, / • • SEE PLAN / . . , lx4 CEDAR /' ..; BEDROOM BASEBOARD -- CLOSET s. / . • . r.- DOUBLE 2 x UNLESS / • • -; .- _ NOTED OTHERWISE ON . . :-.-: -141111111PPP- STRUCTURAL DRAWINGS EXTEND GYP BD --- BIFOLD DOOR TRACK I'•'' " • 3 STAIR ENTRY ELEVATION DOWN TO T. ..- • CONCEAL FRAME, , PROVIDE J-TRIM :-;_, _ ___,__:-:.•,...,.-.,---- 4 A ."8.1 a AT GYPSUM - SCALE: 1/2 .v-o* • BOARD EDGE t‘-- § GYP BD©JAMB BEYOND GYP BD JAMB BEYOND R1 • BIFOLD DOOR -Jr 7 7 . ' '1'"-FM If rT N111 C )-Ir \111'rN\Alf V r ---'Ircanr-Pri-le.2..-7% 17 ' ? — "\-Prw rf (f"71 -/-Pr ' '‘ lo/m1/4.- 11M1A 1" " ----, ..... F.//606,ti N/4//IIII\0 q/-.....,,,,,,,,,, 4 ?/i 1--m-,- . .....L4.„...„_ • 7" . • 7 INT BIFOLD DOOR HEAD \ ' it‘If°41)1'4‘1P , ..8.41 A SCALE: 3"=V-0" . CO . .1— . M • . • -:: lv •-•-: ‘"+1"441"IP . :. ..,,. , SEE PLAN , DOUBLE 2X UNLESS ,, I- - OTHERVVISE NOTED ON ,-... ... ,, STRUCTURAL ). I ..• Ce DRAVVINGS 4 . . -: . v— BEDROOM Is .... CLOSET CL cew, , ,,--- BYPASS DOOR TRACK —i A _ _ _ _ _ X • Pv- I1 Umal / . Alb, C/AbiI I,' MMal = C1 , 1 UCD N- Csa .1 x 3 PAINTED TRIM / .: , , - ft 1 x 1 PAINTED TRIM I BYPASS DOORS ,.. ...,,.;.::,,..,.:-:1-,,v.:'7:,,,,,.;;;:'..:::!.".,;";--.:,!,%: :,,,::::- -:::1.',:1:":Z.:.**,,:';''.?;It.',::':;,.•!: '7' . GYPSUM CEILING Um 53 0 0 • . - CORNER BEAD co — GYP BD JAMB-TYP I \___ . . LLI N- R LU • GYPSUM CEILING = ° < I-- h- 0 • M Immi le- t= . • . . • • 6 INT BYPASS, DOOR HEAD 2 CORRIDOR CEILING AT HEIGHT CHANGE • -8.1 4 SCALE: 3". V-0" • ' -8.1 4. SCALE: 3"=V-0" • TITLE # DATE DESCRIPTION . J co , U-. — . „,*,.-,i , I ..... ... .. ... ...y.. , , ,... ...--„...... :,; .,,i,:, . . -...: .. .. ..r...- 4 .','44: ::!,:r. f:- .%,-. 4 ; - • . DUCT SEE 7 • . '. *w'..' -!;:--..:t::-...A • 1x4 CEDAR BOARD. . MECHANICAL - ) ,- ; / DOUBLE 2x UNLESS -'-'-• t;::,"•:: • ----.. -,o7---- *''.•: . • :^* OTHERWISE NOTED ON ,-;•••''.. " 1• 7- STRUCTURAL , '- :\ A . ,a''• :::" \/ I• _ SEE PLAN SUIDPORT WIRE - --... defie01,4•• . .400.„SM '44°.11°.;•0 DRAWINGS •.‘, -,, ‘ / I '•.:V.:.' " •e--;; . - SEE PLAN ON STRUCTURAL DRAWINGS ,,. •.'„'; /\• :..;.'K \ I \, ::',:- :,-;:- \,...-4. \I LED LINEAR LIGHT • . • ...c. ....:.'; ..,--- t.„. „ REVISIONS A,n ...;..-- ..; .-• -7----\-- - z -,.' i'-:- FACE OF FINISH AT z ..----.:''"‘ ;': -•• ----- v - ,-,'.,•' PERPENDICULAR g" '..,'-'---- ,i:'''.. 'v '....'- • JAMB CONDMON . c ..-- . , 1 x 3 DOOR . • AIM 3 ,,....„.......„:.K.,...„.„, .CORRIDOR • l• _. . CASING,PAINT • PERMIT SET • . . \ • 1x CEDAR BOARD '''' ' STATUS . 0129.2018 . \\___ TRIM • DOOR CASING,PAINT ' 2-'--;.-1--.,--I"--- .-,--;---/-..,--I'''.".:,---- ..,-------/-1 f--',,---;--;--:--A--:--)--',---i-j•''3:,'/--,'- -e:--'L,-'!'::',"A';' DATE lx3 DOOR ' CASING ', PAINT DOOR CASING INTERIOR DOOR, • • INTERIOR DOOR, , • SEE DOOR. ' SEE DOOR • 1 4" [ / 17052 PROJECT NUMBER • SCHEDULE SCHEDULE NOMINAL \011x4 CEDAR BOARDS GYPSUM CEILING • , • . • . . , • . . . .• • • • AXIIIN 8 • 1 4 9 STAIR DOOR HEAD (JAMB SIM) 5 TYP INT DOOR HEAD (JAMB SIM) 1 CORRIDOR CEILING . ©2018 OTAK,INC. ' if this drawing is not 24"x 36",it has been A -8.1 4 A -8.1 4 SCALE: 3"=1'-o" A -8.*I 4 SCALE: 3"=1 . . reduced/enlarged.Scale accordingly. SCALE: 3"=V-0" , , ak AIR SEALING NOTES NOTES 1. ALL EXTERIOR WALLS AND UNIT DEMISING WALLS TO Otak Ar eCS Inc. HAVE SILL PLATE SET IN CONTINUOUS SILL SEALANT. 808 S ird A nue, Suite 300 2. AIR SEAL GYPSUM BOARD TO TOP PLATE AT LEVEL 4 Po nd, OR 97204 DEMISING WALLS mai 503.287.6825 •r� - - Par r.- __ .1 .�ww.otak.com • • •• • • • 3. SEAL ALL ELECTRICAL BOXES SEE 10/AX-811 • . • • • • 7. , _ • • f - , . _.„,,,„_,_....... " • 4 SEAL ALL MEP PENETRATIONS IN WALLS SEE12/AX $ 11 ' • •Insgasp • • • • 5. SEAL ALL MEP PENETRATIONS IN CEILINGS SEE 8/AX-8.11 ` 1 , (° -)ar --- 6. ALL EXTERIOR WINDOW AND DOOR OPENING TO HAVE 3720 el • CONTINUOUS SEALANT SEE OPENING DETAILS ON :MAN R.FLEENER NZ I --- • SHEETS AX-8.01 AND AX-8.02 - w s r ME• Imo ----•\ 7. THERMAL INSULATION TO BE INSTALLED PER RESNET PORTLAND,OR �,,x, 01 -1 :s y� La:�3 ) 1 E -•�I -m� GRADE ONE PROTOCOL Lilr',c; r 1._�( - -,,t- „f ,F • 8. ENVELOPE TO MEET REQUIRMENTS OF THE ENERGY �. "1 CD � =_! "-- W� --- Li\ / STAR THERMAL BYPASS CHECKLIST 3!2912018 !, 411111 :, iii I (1___ _:, r..�' ` `3 r� '_ --- 1 I ` i 9. BUILDING ENCLOSURE TO BE TESTED FOR AIR STAMP r 1 �, fm -,.10_,,, I) TIGHTNESS PER ANSI/RESNET/ICC 380-2016 STANDARD 144.tr I . .. • .i• LOCATION OF CONTINUOUS AIR SEALANT/BARRIER . 0 GLA - t• ii-Alli. 6 in r--.6 L ir• 1' Ai " ' , : ' ' A t i• ._ _. _, 4, 03 . ,,,,,,,, .2 ini ' ;-'n , „ .., . III I 41 7 ri-4 irT-101 431 . - --Lijill\' jThir-C1-1111-- limAte.wirLen . - ,fi441-0 iFrl r1 1 -- CT • �] , IDBS PROPERTIES i t, , I !; / ; �"� • LLC----c-1. Et , ) ,... , -�._, ( ''" ROUTEDU c_.: fi___. 4I. 11 . 7--iWALL SEE r I • MECHANICAL CONSULTANT 7I 1 ,, F1---11- . . NM Ell 77 r r . ' ' ' . L ® { FLOOR JOIST ; • • SOUND BATT9 1 vi I - INSULATION In CONTINUE UP AND _....._ r- OVER MECH FAN Lr�. . i rz ANpAt , r,S S ',11`i�� - ii ` ,401• ' Ifni ii61hl'i n'ttF r a •F at ar*••. Oa ••- rr ." " " VENTILATION FAN • • • • WITH RADIATION 1 a ; • • • 1 •• DAMPER SEE tipJ��,1� IP11Ira w ...... •. - . �_ _._.. ._.0 /�_, __ ��wwr.:x MECHANICAL „ � 11N7rAl•'�'� , ,,: -_,-- -.---„,--,:.-,..„-c_.-.,:. , . • . , • ,, . , . .,, • .- .-,..-•�-a.._ �' •ia • it • .�_ CEILING FINISH AIR/FIRE SEALANT 10 AX-8.15 15 APARTMENT AIR SEALING DIAGRAM 3 MECHANICAL FAN PENETRATION _8.1 SCALE: 3/32"= 1-0" • -8.1 SCALE: 1 1/2"= 1'-0" UNDERSIDE OF CEILING TO BE CONT.AIR SEALED TO z0 PREVENT AIR LEAKAGE INTO ATTIC SPACE,AT ELEVATOR CONTINUE AIR SEALING TO � I--- TYP CEILING © ak UNDERSIDE OF HOIST ROOF . . F' 77hIRATIONS ASSEMBLY fi AX-8.15 FT-1 i I rrr s 2 1 - -_�.-_ =_ CONTINUOUS SILL `� . v � - t , ==: rH SEALANT W -� I w.. .r� :rw „� EXTERIOR NAIL NG A STUDS TWALL _�� 7 .__ �,,; Z ' - NOTE:AIR SEALING ON THE INSIDE '4 ' � - - - _ _ - - 1-- .i C t..l..l INTERSECTION 11 i - FACE OF THE GYP BRD TO BE - UNIT 1 ` • \ C,E ei , ' I ' ' -` CC IR /I / CORR. / UNIT i 1 r Ce G _ i ----- �- COMPLETED ON ALL 6 SIDES OF THE ' .CEIING AND E.XTEIOR FAOCIG OF I, - 1 '...411 _ �____ 1 --. ilir A < 0 Ceel mr : WALLS TO MINIMIZE LEAKAGE 1 C ! 7 \ ;• ,laitakiuse ' - IP , _ a Ltilt IIIP 4r < " :_M THROUGH ASSEMBLIES.ALLOWABLE i UNIT I , \ CbRi . \ , ! ��` I L� a_ LEAKAGE RATIO IS .30 CFM50 PER SF �, 1 7 F / UNIT ;Eh: f 1� Y 1 OF ENCLOSURE MAXIMUM 111111 ...f `� FILL CAVITY WITH ' -8.1 = © num - i ,.... _ Ii } t { SPRAYFOAM M 0 RATED HEAD OF WALL - AX-8.15 Fl I t i `t- EXTERIOR INSULATION CII D 00 Z C,) wrA-• UNITUNIT PER SEALANT SILL - i CORR. C EC ( WALL CONTINUOUS = N limn,. n �, d 1 �� , ri 7 -e r PLAN IF-'..� • IIID , . E ' '� N. ` fi. f ?../ I W z •w d f-fifr.• -- I ►` ,,,,, 1-1 G.� UNIT UNIT Ja H i' / f UNIT I. ti C UN1T O RF) O w • �J it f.- _ � , f• • _ ✓ _� NOTE: WALL 1t . X -_ 1 _ INTERSECTION BASED T O Q - ( �-I i I I, - � I 1-=1 I -- ! I - � •lrl I ism I NON-RATED WALL _ ON ASSEMBLY UL-U356 i ti I 1.____I I._._--_I I I:._ I-._..._... I i-- I I 1__-...1 1 I.-_:.I 1 I-_--I 3 1=1 1 1=1 1 1:-.T.01 ( . - PER PLAN limmop Q TITLE 10 UNIT AIR SEALING DIAGRAM 6 AIR SEALING CROSS SECTION 2 EXTERIOR WALL INTERSECTION DATE DESCRIPTION _ _8.1 SCALE: 118"= 1-0" " _8.1 SCALE: 3/32"= 1-0" A -8.1 SCALE: 1 1/2"= 1'-0" e _IA pill toil FA REVISIONS 10*-#14.14.4,14.11-k- S Z Author Checker DRAWN BY CHECK BY ROOF TRUSS PERMIT SET CEILING FINISH �' UNIT I ASP STATUS �� SEE PLAN 03.29.2018 AIR/FIRE SEALANT y.„ "„__________ .. l�N�1 DATE RESILIENT CHANNEL17052 WHERE OCCURSPROJECT NUMBER 1 WALL HEAD AT TRUSS A)(-8 I 1 5 _8.1 SCALE: 1 1/2"= 1'-0" 02018 OTAK,INC. If this drawing is not 24"x 36",it has been reduced/enlarged.Scale accordingly. 18"MIN ::.: ::::.:,..:..:..:::.: :.:_.:.:.:...:..::.:..:::.,., STAIR RAIL UPotak 1 1/2"�1 112,. __, _ ___ ,_____ . '. ' '..... .... 1 11"'` / ,...iiiiiii tik HEAVY DUTY RUBBER/VINYL TREAD 7.5 sharing / 1 112 --�N. r / r „ STAIR NOSING- 112" RADIUS MAX �,� Otak tects, Inc. 1 1 I_ -, SEE PLAtV 3'-4" MIN ___\,_ � �-P-� AT T'READSOOD TYP 808 S Third ' enue, Suite 300 •-.L4t,,, (52 TOP VI zX Po and, OR 97244 Z ......... , :. — RUBBER1 VINYL .o .com :.:.....:.:.:.. . rr. : ROOF HATCH \ HEAVY DUTY R www tak r- p - n 503.287.6825 5 irhb l�r.L STAIR RAIL o aN. RISER COVER - DOWN ' cn ROOF TRUSS SEE r "' I' w 1/2"PLYWOOD TYP Lu AT RISERS STRUCTURAL I I I „ ----- AQl J -1 112" MIN CLR—� $ I - STEEL SHIPS �- 2'_6„ /. RUBBER— RISER ‘,0 . BRIAN R.FLEENER' LADDER!HANDRAILI 111 SEE FINISH t ` r I • D I ' SCHEDULE PEI!7LR( 1,�R A SIGN SIMILAR TO THE EXAMPLE SHOWN ABOVE . �. ,$ I I WITH CORRECT STAIR DESIGNATION, STORY DESIGNATION, DIRECTION TO, EXIT DISCHARGE, - I " STRINGERS, SEE OF d AVAILABILITY OF ROOF ACCESS FROM THE STAIRWAY STRUCTURAL .,,..' ...:.,..,...........:..... .........., .:....... ..... ...: ..,.. AND TOTAL NUMBER OF FLOORS ALL FOR THE FIRE I1r1 AI 1 3/29/2018 DEPARTMENT BUT ALSO INCLUDED IN BRAILLE PER v 4_ - -- FLOOR/LANDING '' 518"GYP BRD BELOW ICC A117.1 SHALL BE LOCATED AT EACH LANDING OF RATED WALL, SEE FRAMING PER `Il STAIR AND LANDING STAMP INTERIOR STAIRWAY WITH THE TOP OF THE SIGN TO PLANS, EXTEND `—A�''- 111 STRUCTURAL BE 5'-0"AFF IN A POSITION THAT IS VISIBLE WHEN GYP TO UNDERSIDE DOORS ARE OPEN AND CLOSED, SEE STAIR PLANS OF ROOF - T• FOR PROPOSED LOCATION SHEATHING END VIEW ELEVATION ' -- -,i j ..tn h 15 STAIR IDENTIFICATION SIGN 12 ROOF ACCESS HATCH 8 HANDRAIL AT INTER. LANDING 4 STAIR TREAD LBC PROPERTIES ` -8.21 SCALE: 3"= 1'-0" ` _8.21 SCALE: 3/4"= 1'-0" ` -8.20 SCALE: 3/4"= 1'-4" • -8.21 SCALE: 1 1/2"= 1'-0" HEAVY - HEAVY DUTY RUBBER/VINYL TREAD HANDRAIL a 1 1/8"PLYWOOD TYP AT TREADS 11"MIN CONSULTANT is LATCH TO WALL SEE PLAN �'� FLOOR FINISH VERTICAL © BASE SEE FINISH AX-8 OgTYP / 3'-0"X 8'-0"ROOF HATCH SCHEDULE STAIR WELL WALL f/ z FLOOR/LANDING FRAMING p PER STRUCTURAL SEE PLAN/ I ROOF FRAMING NOT LEDGER AND JOIST HANGER PER U 1-114 STEEL PIPE I SHOWN FOR CLARITY STRUCTURAL ; i STRAP PER STRUCTURAL GATE FRAME .� FLOOR!LANDING J BLOCKING AS REQURIED ' /SELF CLOSING FRAMING PERt; FOR GYP BRD GATE HINGE STRUCTURAL " ><----"It • .1' .......... .w.iii i i SEE PLAN kik, '► = .-___ _ _.._ ___2'-_ _ �._ __ . _ __ .iI - :-..._..%1";-/.•:•.::,•. ",..:.':-. , :"z-;: _ . _ -� SEE Ilkiii I G f SECTION �' GUARDRAIL S4, 1/2"PLYWOOD TYP AT RISERS N STEEL SHIPS • \ HEAVY DUTY RUBBER/VINYL : / LADDER RISER COVER �I .. „ 518"GYP BRD BELOW 5/8"GYP BRD BELOW STAIR DOWN • STAIR AND LANDING STAIR AND LANDING __-. _.-.. 0.� _ :I FIRE SEALANT AT GYP STAIR STRINGER PER f N! • �` - TERMINATION o zSOLID WOOD STRUCTURAL ri Z BLOCKING CO IN— STAIR FRAMING, Olt5EE STRUCTURAL - 7 LANDING AT RATED WALL 3 STAIR TREAD AT TOP OF STAIR Z 14 GATE AT LEVEL OF EXIT DISCHARGE -8.2 0 SCALE: I 1/2"= I'-4" _8.2' SCALE: 1 112"= l'-4" W • _8.21 SCALE: 3/4"= 1'-4" WT W -Iv-- +, 11"MIN HEAVY DUTY RUBBER!VINYL TREAD p j4R" UN SEE PLAN 1 118"PLYWOOD TYP CeOW MDF CAP-PAINT TO � AT TREADS MATCH BASEBOARD _' z HEAVY DUTY RUBBER 1 VINYL II< 0 LU 8 112"MI114"� 114" O RISER COVER a w 7 PROJECTION PLUS /I/ TREAD DEPTH al 1/2"PLYWOOD TYP W TOP OF WALL r~ w AT RISERS Y *0114"GAP- PAINT BLACK �� ABOVE cn CO FJ Z CO NOSING J-TRIM Ci _ M ....1 1 N Q 5"MINco �, TREAD DOUBLE 2x WALL G-. I (n DEPTH TOP PLATES I.: .`''-'-r .E.:_ W 9 .0 —1-4, • 'IP Ay o P BRD BELOW w N-, o Ct SEE PLAN4 HANDRAIL STAIR5/8" LANDING MC O C F- NOTE: LADDER TO BE MIN � � ,. � � _ 1 30"WIDE BETWEEN WHERE OCCURS I 1 I� P [f) HANDRAILS SEE PLAN 1 i Ax-8.20 I FRAMING AND STRINGER CONNECTION PER STRUCT --. -- - -J� SIM SEE TITLE SECTION A. # DATE DESCRIPTION 10 ROOF ACCESS LADDER 6 STAIR PARTIAL WALL 2 STAIR TREAD AT BOTTOM OF STAIR A -8.20 SCALE: 3/4"= 1'-0" " -8.21 SCALE: 3"= l'-0" -8.21 SCALE: 1 112"= 1'-4" 1 112" DIA CONTINUOUS PAINT GRADE WOOD HANDRAIL WITH REVISIONS METAL SUPPORT BRACKET AT 6'-4" 1 1/2" OC MAXIMUM-PAINT TO MATCH q tc LR� BASEBOARD \ v +c. Author DRAWN BY C h CK BY K, _ ker 1 > 2 X 4 BLOCKING FOR HANDRAIL E �- SUPPORT BRACKET .......) 0 PERMIT SET ATTACHMENT, TYP —_ - O STATUS UJ 03.29.2018 MI • O DATE � ro , 12"MIN AT TOP , SEE PLAN 1 TREAD LENGTH AT BOTTOM 0 17052 __ _ __ �;� PROJECT NUMBER Zr T NOSE OF STAIR A)(-8 . 20 5 HAND RAIL EXTENSIONS 1 HAND RAIL AT RATED WALL 02018OTAK,INC. ■ _8,21SCALE: 3"= 1'-4" A _8.20 SCALE: 3"= 1'-0" If this drawing is not 24"x 36',it has been reduced/enlarged. Scale accordingly. 7 Utak A acts, Inc. K808 S Thins A enue,Suite 300 Pa i and,OR 97204 m-n 503.287.6825 www.otak.com • 1'-4" \ \ ir MIN CLR -1111110-4 -- 1/2"RADIUS AT ENDS _ ,,. ,, I), 3720 ►� • BRIAN R. LEEI;IER4 z 3/8"x 1 1/2"STEEL . 2 L_ / FLAT BAR .��: #%RAD,I vis OF C /-31'4". 4� 3/29/2018 _TOP of sins �. _ __-_ STAMP N ,.'4. r' . - 1-1/4X3/16"GALVANIZED BAR • STEEL ANGLE GRATE WITH TYPE H-3 SUPPORT(TYP) / r; SADDLE ANCHOR(1"MAX PROVIDE BLOCKING • .' ` l • CLEAR OPENING-SLICE IN IN WALL BEYOND& a 'rr- HALF FOR REMOVABLE) ; SECURE AS �_ PROPERTIES • REQUIRED 11.,--"*"? h LLC : :'‘i4 .;;43\ ' ••• r •4 •♦� 1•. -• 4µ a, ' •,.y.4•• 'y•- ♦. ,. s .1.- \ r : , V r CONSULTANT •:'Y. \..-a4." \. •\' 3/4"MIN DIAMETER ' ,:"• . - •• -\4•� . .'4' n- 7STEEL SAFETY •••` •• ;- _ '�•• b RUNGS(SCORED FACE OF SHAFT WALL .t ;:'-• \,z`� L2-1/2X2-1/2X1/4" T /OR ABRASIVE)©4 A Y ` ,-0. V GALVANIZED ANGLE • ,,l PLACES(TYP) WITH(2)1/2"DIAMETER ` i u '•. ' a•a NOTE:GRIND ALL X5"WELD STUDS AT 2'-0" ANCHOR FLAT WELDS SMOOTH AND • " " _ f' O.C.AND 4"FROM EACH BAR TO r, ; A ""! ' END 1 1/2"(TYP) STRUCTURE 1 ��r 1 + •44 PRIME PAINT,PAINT • ' - ; •. I I I ALL STEEL,OSHA ° (TYP) 4^ "YELLOW" i �. Gi' �.;J•, •+r 'A',.. � Yi 'c•',• a • 'r' a •. ,• ' „e• 6e _ III I • 4 •Y 4 ' � ELEVATION SECTION 7 SUMP PUMP PIT GRATE 3 ELEVATOR PIT LADDER DETAIL ` -8.2 SCALE: 3"= 1'-0" ` -8.2 SCALE: 3/4"=1'-0" N 90 MIN RATED RAIN SCREEN ELEVATOR DOOR FIBER CEMENT SIDING FURRING FLOOR FINISH IMO" 4111116' • INSECT SCREEN WEATHER RESISTWE r AT BOTTOM OF GROUT AS .4 -� ' RAIN SCREEN ® REQUIRED CO MECHANICAL EQUIPMENT !!!ING BY Cf)mssA1171009407.4MEMBRANESEAL, FLASHING NG, a • ; : ;:;' �+. _ SEE STRUCTURAL ROOFING •' .. ' �' -,' .. :; «: ;,, '��;';•:;.;' �- &REINFORCEMENT PER \ T ROOFING MFR '•.. MEMBRANE f ' FLASHING MEMBRANE --� - i fT , r///' /�` // // , +�� , _ '"1", 2... . 0 ROOF MEMBRANE _ '"`"'��` HOT AIR WELD % =• • STEEL ANGLE PER • CONTINUOUS BENEATH i STRUCTURAL ('— SEALANT � _ � � • PREFORMED CURB /'�/ SHAFT VERTICAL FIXING ANGLE Wi LEVATOR SHAFT _ t = ./'"- ---- CORRDINATE WITH ICC 0 = ELEVATOR MFR — _ — °` FIRE SEALANT Y:It . _ zxs _.—�_ _ _ z CO TRUSS BLOCKINGW = FIRE SEALANT SEE STRUCTURAL ,Plv EXTEND GYP TO EXTEND GYP TO II = • . ` Z c UNDERSIDE OF / UNDERSIDE OF 1 c-' Ivaml : RI 06 SHEATHING • _ . SHEATHING - _ = N N. GIRDER TRUSS _ GIRDER TRUSS - ' SEE PLAN AND HANGER SEE AND HANGER SEE _ W O STRUCTURAL . • STRUCTURAL _ d �1�Um O O -J\, = o Q W I cr > • NOTE:'TRUSSES NOTE:TRUSSES = O Q W PARALLEL TO WALL PARALLEL TO WALL — — • Q,) AT SIM AT SIM T N- F T Lli 10 2-HR SHAFT AT ROOF 6 ELEVATOR SHAFT WALL AT ROOF 2 ELEVATOR THRESHOLD TITLE -8.2 SCALE: 1 1/2"=1'-0" • -8.2 SCALE: 1 1/2"=1'-0" = -8.2 SCALE: 3"=1'-0" # DATE DESCRIPTION I • El SEE PLAN Ell • J',•-•• SCHEDULED BASE SEE PLAN SHAFT UNIT/ SCHEDULED BASE - ELEVATOR CORRIDOR SHAFT -• =_ r - - • FIRE STOPPING _ • SEALANTPPING REVISIONS SEALANT j \ j• Nikk. . - I WATERPROOFING v° z 4 ., .d • - �' a' Author Checker A. •,. ` ' -••n _ , DRAWN BY CHECK BY '•' < . d • "• -•) r . r ;r "` _ ,ars, b a _ ,• • . _` • - = PERMIT ERMIT SET Td • :Q `t ;f-r ` "'1 d �• ~a '. • • .4 • ` STATUS..:.. , i : - . h • • i • `` .-. •• 032p2018•v •t. . s- .= , ? '-YA , ..• i' a a ••• a' ,d14 , r4- . ' .. -• -' '••:‘.:'2"-`'. '*` ••4 ; '. • . . i . ' - d .t• • _ ' DATE. d , 4,471.4.1044-140.1.;01410..74:1440A014-15.0.47010,1 - _ .•.a 4 � 17052 4- - ninlint`}N4A- li.;wt:i0.,r, . -ot .0P� . r , e . ; , PROJECT NUMBER �•da�4.i•Ic�� i,-r•1:�r.Ir'i 1-r.,l..��.1!•�..1,.�•1��►d..• 1.—� � �ti SY 0�7kArt_ '_rl�ri^iktIt4 !` `~± 1�;w_kars %tirr zi��i.. i i W.� i f -- ll ..• o ,•;;, 1.1, • Ax-8 . 21 5 . 2-HR SHAFT AT GRADE 1 BASE OF ELEVATOR SHAFT - .20180TAK,INC. If this drawing Is not 24"x 36",It has been -8.2 SCALE: 3"=1'-0" • -8,2 SCALE: 3"=1'-0" - reducsd/enlarged.Scale accordingly. SQUARE s _ : • AT TOP TEFL HSS _ Oi`GATE 4. .41 ?x4 VER TLC ___ CEDAR SIDING STEEL ANG!E i + � (PAINT @IAC _ V w K) t k ....LARD _ _ '� ND , , , .. 1/4"S1•EEL TAB WELO r0 -,.. 20'•an HSS - • Otak - SQUARE E =' ' / `t' ! - `t-- _ sc�s qr CA) : Cts, inC V l 1 _ sw . STf ! ` '11, 'fa I .-.7.----- . Jlpo v' uer Suite 300 __, ..OR 9 AT 8077,....„‘"=i• I ofHSS ! _ 72 I 1 ' t - - - L. �, _, - mai .,g.287.6g25 04 -K, ! ! - --.; �r ; _ , _--. ,� '" gym 1 ,,,,,,_ ..... --.�. l 1 rl , CEDAR SCREEN : FL 6 Wq coM 1 � � ! • 416----- 1... ...�- ttR7LANp.8 -s.o s ST En►c�-oscfR �`--` 1 1 !. /�A' I 1 SCREENOF 0 TION . _ 111...:_..: if a r - -- ...... 1 STAMP r4AsQuARE Hss • _ � _ 1 ! l RAME 1 - ( 1 ?>4"STEL TAB Stili!K REC PIpE Flu W! ' Ij WELD ��'ROUND Top ON -- " - -- -_ •y -� _ ` . , TO HSS J DOME TOP O l0 _?n I _ ,;a STEEL aNG1.@ F C© t _ _ - , .".".�.... r ••--! 1 J r _. (PAINT BI,gC NCRE7E F0071NG __ BACKER ROD -,I JOINT AND SEALANT OvER 1„ �`'� j ► n p ?x4 yERTICA,� !'+1 CEDAR SIDING +� 10'-?» LLLLC OPERT : ' PAYMENT,SEE CML Q ♦y=yip♦ � I. IF ?sn _ 11 -- ..__I►�`� .- =i ;. DIA. 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' , ,�_ ,.: .1 _: . .. , 1_ _ 1------/ / 1_,_ N d •x •2 • t.. _ • _ � •-4k .ay -• ..s...4.41, 4 • d1 - • ` •: __ ""------II"- ; :, .: .. `• 4• ••, ; • • er . ••._ ..• - ''' - 0'4' . ; 3 �:-x •4 .. 7,t) \ N 0 WASTE ENcL - \ • �S�RE` L ` CAST-IN ' 9.09 scgtE: 1/2TM�?Ton Wqt � BOLT SECTION ctosED&oP stors AT FOR EACH Gq POSITIONS TE• STEEL GATE, 7YP REVISIONS • Author DRAWN 8Y ate Allk WAST PERMIT CHECK By ` -9.09 SCALE: 112 EN' S SURE-P STATUE ?.an LAN REFERENCE o3.2s.2o?a DATE ----.._. 17052 . PROJECT NUMBER •r --AX,, 9 a 0 1 _ __ 2018 MAK INC ff this rataing is not 24'X diens' Sow 36 lt"as, n arged. ' $ rd/ng/y.