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Plans (273) BU P2016 - 00264 I • ill# ' p PORTLAND .,nrxr unege y]Rest MSrrt:r. .+" ' a� lot - �- ' �.4 ! ...r,,_ I, ., ,_..�... r�` - .mss 3 S, , , 26 �- :-:1:! Architecture Interiors ,�4, .. r , �° �.,::: Planning Engineering i 2/Implej .. le _ _ T. . akIf4 Y j\ Fryrilp Jr a nb.,•:ne,•PMk ll . m PROJECT . SITE _ �3 SEP z0�� Portland, OR 503.224.9560 60 - .__.:..:1 110 " / - .nn InreaA rS AF �� +�-1 .f,V li :,, a�nYnrd ,, �. �f� Vancouver,WA '" _ BUILD * 41 �":Port/and T!iartl _,._/' f-- '�-% B FIT . „ '` � � �� 360.695.7879 Seattle,WA _ . T f--,.,,, i 1 „ e t T.. 749.9993. ,...., r., '' NridgelwrtU YriA.n»n a 206 r - F��� a ...., , . www mcknze com �� .. • h thoped.e• zi.. x-£MIL1.'l:�AUKIE ``QQ���� fi M PACIFIC CORPORATE CENTER t thaa.b, - rir AG-1'\V - DGNENTFOCUD , JV� 1 • -_`T I GARD di kik .. ,7--------- -y--------------- ke�rrrtnonn,.✓•,„ Client \ / 1 ,,. t/- .., i ro i n�'d'. ',n a'' , \ . _. ...------ ,4.,�.,, LAKE A A TENANT IMPROVEMENT , /,�-^�)J ,� ^+Orcyon.ra:ci8ar Wa c, a: l .. Ky ,_ a 5 .tilik- :i,�'w"aY .. ': sCa --`�-'e'er... ,- PROJECT - .� r kv y ! SITE �� 15575 SW SEQUOIA PKWY ? eti VICINITY PLAN TI GARD O R 97224-7195 SITE AREA PLAN 0 N.T.S� , N.T.S. ,1 , ! -- AREA OF WORK TENANT DRAWING INDEX PROJECT SUMMARY 20,544 SF \\ \\ \•\ ,\ \ moi. - VACANT SUITE Project B FIT I 12,308 SF T1.1 TITLE SHEET, DRAWING INDEX, AND DEMO PLAN •LOCATION: 15575 SW SEQUOIA PKWY \\\•,• ` \\\ \\ IV' _ I (NO WORK IN THIS AREA) T2.1 CODE ANALYSIS TIGARD, OR 97224-7195 _ �. \ \ I B FIT PACIFIC CONTACT: CONNIE KOSKA T3.1 VENDOR LIST AND SCOPE OF WORK •ZONING: INDUSTRIAL PARK DISTRICT (I P) \\' \Z: \: i • (CONSTRUCTION MANAGER) T3.2 PROJECT SPECIFICATIONS \ �� ' CORPORATE •ADOPTED CODES: 2014 OREGON STRUCTURAL SPECIALTY CODE \ '.\ ` • CENTER 1265 LAUREL TREE LANE, SUITE 200 2014 ossC, CHAPTER 11 (IIC/ANSI 117.1-2003) \\ CARLSBAD, CA 92011 A2.1 FLOOR PLAN AND EQUIPMENT PLAN 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 15575 SW Sequoia Pkwy A2.2 ENLARGED FLOOR PLANS, ELEVATIONS,AND DOOR 2014 MECHANICAL SPECIALTY CODE Tigard, OR 97224-7195 ., SCHEDULE 2014 OREGON ELECTRICAL SPECIALTY CODE \ EMAIL: ckoska@24hourfit.com A6.1 FINISH PLAN •OCCUPANCY: A-3 AND B (SEE SHEET A2.1) • --J PHONE: (760) 285-7926 A6.2 REFLECTED CEILING PLAN NON-SEPARATED USES PER SECTION 508.3 A8.1 ACCESSIBILITY/SIGN DETAILS (SEE SCOPE OF WORK FOR ADDITIONAL INFO) I , A8.2 DETAILS Mechanical/Electrical •DESCRIPTION OF USE: PRIVATE FITNESS CLUB A8.3 ENTRY VESTIBULE DETAILS L •CONSTRUCTION: TYPE III-B KEY PLAN ARCHITECT •PROTECTION: AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT N.T.S. MACKENZIE. SCOPE OF WORK •ALLOWABLE HEIGHT: 2 STORIES, 55'-0" (TABLE 503) •ACTUAL HEIGHT: 1 STORY PROJECT ARCHITECT: DIETRICH WIELAND THIS PROJECT IS A SINGLE-LEVEL,20,544 SF HEALTH CLUB TENANT IMPROVEMENT IN A 32,852 SF BUILDING IN AN EXISTING BUSINESS PARK. •ALLOWABLE AREA: 45,125 SQFT p PROJECT MANAGER: MIKE RUETER THE CURRENT BUILDING IS CLASSIFIED AS A GROUP B OCCUPANCY. THE 0 0 4 6 0 0 0 H 9 10 BUILDING IS CURRENTLY SET UP AS A MULTI-TENANT BUILDING. CONTACT: ANNIE MOLTENI THE BUILDING IS FULLY-SPRINKLERED. ANY MODIFICATION TO THE EXISTING SPRINKLER SYSTEM WILL BE DESIGN BUILD AND COORDINATED BY THE GENERAL CONTRACTOR. 1515RIVEREASTWATER TER AVE BUILDING AREA MODIFICATIONS 1515 SE WATER AVENUE SUITE 100 AS PART OF THE PRIVATE FITNESS CLUB TENANT IMPROVEMENT THE ENTIRE BUILDING IS BEING REVIEWED AND RE-CLASSIFIED ASA NON-SEPARATED PORTLAND, OR 97214 BUILDING IN ACCORDANCE WITH CHAPTER 5 OF THE 2014 OSSC. A .- an ..._..._.............___..._ r _...........__..._.._..:- - - - - - - - - - A THE INTENT OF RE-CLASSIFYING THE BUILDING AS A NON-SPERATED USE(A3 FRONTAGE INCREASE FORMULA (SEE SECTION 506.2): EMAIL: amolteni@mcknze.com ASSEMBLY) IS TO REMOVE THE RATING REQUIREMENTS LISTED IN TABLE 508.4. I I I I I I I I I PHONE: (503) 224-9560 If= [F/P-0.25]W/30 FAX: (503) 228-1285 F= BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR 1~ B OPEN SPACE HAVING 20 FEET OPEN MINIMUM WIDTH P= PERIMETER OF ENTIRE BUILDING W=WIDTH OF PUBLIC WAY OR OPEN SPACE IN ACCORDANCE WITH SECTION 506.2.1 I !. I I I 1 I I I - STRUCTURAL LEGAL DESCRIPTION F = 977'-8" P= 977'-8" . ii. , i • MACKENZIE. PACIFIC CORPORATE CENTER, LOT PT 4 ' I 02-0) -10- I �. TAX LOT ID: 2S112DD01600 If_ [957' 8"/977'-8"-0 .25]30/30 I i Dlz� • I CONTACT: JOSH MCDOWELL F.-- y ALLOWABLE AREA(SEE SECTION 506.1). RIVEREAST CENTER - - - I - - I - - I - - I - - - 0 'fir n•t �s `� 1515 SE WATER AVENUE SUITE 100 SEPARATE PERMITS Aa =At+ [At x If] + 0[At x Is] �� ,� PORTLAND, OR 97214 Aa=ALLOWABLE BUILDING AREA PER STORY 0 • MECHANICAL • EXTERIOR SIGNAGE At=TABULAR BUILDING AREA PER STORY(TABLE 503) ELECTRICAL • FIRE SPRINKLER If=AREA INCREASE DUE TO FRONTAGE (SECTION 506.2) 02-02 EMAIL: jmcdowell@mcknze.com • • PLUMBING • FIRE ALARM Is=AREA INCREASE DUE TO SPRINKLER PROTECTION - - - - - - - - - 0 I I PHONE: (503) 224-9560 • EXTERIOR SITE WORK INCLUDING ADA (SECTION 506.3) I i - I I I I I I I © MACKENZIE FAX: (503) 228-1285 PARKING LOT UPGRADES AND ACESS 2016 ALL RIGHTS RESERVED TO BUILDING At= 9,500 • • THESE DRAWINGS ARE THE PROPERTY OF If= .75 MACKENZIE AND ARE NOT TO BE USED NOTE: DESIGN BUILDERS FOR M.E.P.AND F.P. ARE FULLY RESPONSIBLE FOR THE Is- 3 - - - - OR REPRODUCED IN ANY MANNER, DESIGN OF THESE SYSTEMS/COMPONENTS. ANY SYSTEM/COMPONENT SHOWN • ( I I I I I WITHOUT PRIOR WRITTEN PERMISSION ON THESE DOCUMENTS ARE FOR SCHEMATIC/COORDINATION PURPOSES ONLY. Aa- 9,500 + [9,500 x.75] + [9,500 x 3] I ' THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. =45,125 I , Revision Schedule • SYMBOLS AND REFERENCES ACTUAL AREA OF BUILDING = 32,852 SF a' Revision Delta Issue Date DEFERRED SUBMITTAL 32,852/45,125 = .73 < 1 I I 0 ,.. • SEISMIC UPGRADES • - ..-- - - ,_r_ _: ti .-.--- CP ��....1 BUILDING SECTIONAciii r SECTION# - - - - ;' t.._J ,,,,,, _______ KEY MARKS • SHEET# I I I I I I I I I \ SUB CATEGORY PLUMBING FIXTURE COUNT BUILDING EXITING0 CATEGORY - --o - - - 7777.• SECTION KEY MARKS .467k ______- • [ , -- SECTION# PLUMBING OCC. CALCULATION: • SEE T2.1 FOR EGRESS PATH AND EXIT SIZE AND LOCATIONS I I I I I I I I I ,_ SHEET# • EXIT ACCESS TRAVEL DISTANCE FOR A-3= 250'-0"(SPRINKLERED TABLE r._..._.__._._ -._._._ - • SUB CATEGORY GROUP A 1016.2) - - CATEGORY 500 OCCUPANTS WERE CALCULATED PER T2.1 • EXIT ACCESS TRAVEL DISTANCE FOR B= 300' 0"(SPRINKLERED TABLE SHEET TITLE: 1016.2' TITLE SHEET, 50% PER GENDER =250 MALES &250 FEMALES • COMMON PATH OF EGRESS TRAVEL FOR A=75' (SPRINKLERED TABLE ELEVATION KEY - DETAIL# 1014.3) MARKS ., ? GROUP B • 30 OCCUPANTS WERE CALCULATED PER p T2.1 COMMON PATH OF EGRESS TRAVEL FOR B= 100' (SPRINKLERED TABLE 1014.3) eliA 3 DEMO PLAN DRAWING SHEET# 50% PER GENDER = 15 MALES & 15 FEMALES • CORRIDOR FIRE RESISTANCE RATING FOR A AND B=0 (SPRINKLERED ® T1.1 1/16" = 11-0" INDEX AN D SUB-CATEGORY TABLE 1018.1) C1'�"YQ 7'�IG 7 :_cr)z••() ,A-- • 2 CATEGORY GROUP S + ACC • ALL EXITS LEAD DIRECTLY TO GRADE(SECTION 1027.1) REVIEWED AOR CODE COMPLIA'L�SC DEMO PLAN 6 OCCUPANTS WERE CALCULATED PER T2.1 r - DETAIL# 50% PER GENDER = 3 MALES & 3 FEMALES Approved: f vT DETAIL REFERENCE ® OTQ j MARKS MIN. NUMBER OF REQ'D PLUMBING FIXTURES -TABLE 2902.1 - SHEET GENERAL NOTES LEGEND Permit#: / SUB-CATEGORY TOILETS: - Addreaa : t�� ._AI" ;ED OW\ CATEGORY Suite#• '�� ? A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. • ROOM/SPACE MEN: GROUP A= {1 PER 125) = 2.00 REQUIRED NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE START `=i f=' go p '^ �- Room Name GROUP B = (1 PER 25 FOR THE FIRST 50) = 0.60 REQUIRED EXISTING CONSTRUCTION TO BE DEMOLISHED $Y, % Date: i / ',1 IDENTIFICATION �__ OF DEMOLITION. GROUP S = (1 PER 100) = 0.03 REQUIRED B. CAP ALL ABANDONED PLUMBING, ELECTRICAL CONDUIT,AND a Room# TOTAL=2.63 REQUIRED/2 PROVIDED PLUS 1 URINAL OTHER UTILITIES AS REQUIRED. I +' + RRE,D WOMEN: • GROUP A= (1 PER 65) = 3.85 REQUIRED C. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. =""• EXISTING WALL TO REMAIN DOOR SYMBOL Fire Sprinkler ...1••• NUMBER ga GROUP B = (1 PER 25 FOR THE FIRST 50) = 0.60 REQUIRED GROUP S = (1 PER 100)= 0.03 REQUIRED) COORDINATE W/CITY OF TIGARD REQUIREMENTS FOR w DRAWN BY: AJY/ RMP RECYCLING DEMOLITION DEBRIS. Fire Alarm ,i.•.«. TOTAL=4.48 REQUIRED/5 PROVIDED D. PATCH AND REPAIR ALL EXISTING WORK TO REMAIN THAT IS 0 KEYNOTE Mechanic '_"'""'_ WINDOW TYPE O DAMAGED DURING DEMO OPERATIONS. Pltltnbing .+-..- CHECKED BY: DW/CMV LAVATORIES: E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, Etectr[cal ...UI - Revision Delta ERECTION,AND MAINTENANCE OF ANY TEMPORARY SHORING Tnlss Englncering ;,,... ' ' AND/OR BRACING THAT MAY BE REQUIRED TO MAINTAIN SHEET REVISION MARK 1 MEN: GROUP A= (1 PER 200) = 1.25 REQUIRED ShopUrawings �/ GROUP B = (1 PER 40 FOR THE FIRST 80) =0.38 REQUIRED STRUCTURAL INTEGRITY OF RETAINING WALLS. Uther F. USE PHYSICAL BARRIERS TO PREVENT PUBLIC ACCESS ONTO GROUP S = (1 PER 100)=0.03 REQUIRED KEYNOTES TOTAL= 1.66 REQUIRED/5 PROVIDED THE SITE. �'Sk�«~ C- - WOMEN: GROUP A= 1 PER 200 - 1.25 REQUIRED G. THIS SCOPE OF WORK IS INTENDED TO INCLUDE NON- 02-02 REMOVE EXISTING ENTRY DOOR AND EXISTING STOREFRONT SYSTEM. ( )- STRUCTURAL DEMOLITION ONLY. CONTRACTOR SHALL NOT OFFICE COPY ■ GROUP B= (1 PER 40 FOR THE FIRST 80) = 0.38 REQUIRED PROCEED WITH STRUCTUAL DEMOLITION. IF ANY AREAS ARE 02-07 EXISTING DOOR TO REMAIN, PROVIDE NEW REQUIRED DOOR HARDWARE GROUP S = (1 PER 100) =0.03 REQUIRED IDENTIFIED, NOTIFY ARCHITECT/ENGINEER PRIOR TO PER SCHEDULE 1 TOTAL= 1.66 REQUIRED/6 PROVIDED PROCEEDING. H. COORDINATE RELOCATION OR REMOVAL OF SERVICES AS DRINKING FOUNTAINS: REQUIRED WITH LOCAL ACTIVITIES. GROUP A-3 = (1 PER FLOOR)= 1 REQUIRED/ 1 PROVIDED I ' GROUP B= (NOT REQUIRED) = 0 REQUIRED/0 PROVIDED GROUP S = (NOT REQUIRED) =0 REQUIRED/0 PROVIDED JOB NO. 2160170.00 TOTAL= 1 DRINKING FOUNTAIN I I PERMIT SET - AUGUST 26, 2016 C:1Userstalytuocumentst10u-Kevit t•rojectsuib0170uu-tj HI I•acmc corporate centen170-u Hi t'acmc Corporate 8/25/2016 1:26:04 PM As Center-V15-L.rvt indicated 00004 06 8 9 10 IMI , Architecture - Interiors Planning - Engineering I I I I 1 I I I 225'-0" / I 11 „ 11 11 11 , 11 , / 25' 0"- 25 -0 25'-0 25'-0 25'-0 25'-0 25'-0' 25'-0 25'-0' / / / / / / / / / / Portland,OR I I I I I 503.224.9560 I Vancouver,WA A - \ A\ - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® 360.695.7879 . . Seattle,WA -' -r- EXIT 206.749.9993 I I I I I I I 1 _ www.mcknze.com x r,, c 0„ co 18.6 . 1 },�; • I, 0 s" KI. , r t{ f J-, ' � # :.a 34.00" T MACKENZIE . >'";. r ,- - • DESIGN DRIVEN i CLIENT FOCUSED 02-07 I.'" . ,,,,.- . I I I • I- - - I - _ _ - - - I - - - I - - - - - Client I 9317r----------, 1 . 1 t7t14 / lik :••..•,,, "',:.' ;f_ ,- 4.w:`'Y.c:;f c,y.„.>...:;!.a.. ..zr,_ ..•,f_.:,_.T. V z r r i' ..:.,.,.. E ::r w • a 02-07 �� ti r • . L , I I I Ill IIJ I I _ , .. I - - - { - - - I- - 0 b 1 :. - - . i s ,. , . \, „:::] C"" • I, • II i y'i L/ ....t._ri-_-' ... '.:,'.. l� 1,> ' _c:o:.-a;a.n.c /' .._. 41.i •• ' • I �: HL 1 • 11�,., r;'�. r � , „, . , EXIT 47 4 ç ]L .__-�. • n 47 0 {{ :_ i FE * EXERCISE 9.40" I' to I I I I A-3 34.00" N " i 11 1019 j 50 I 1 ' /� 0 D D I RECEPTION , 21 Project A-3 \.,.. 1/ . • 36 42 7 •• I I ��,"1/ $ I .. , I I. 62 . B FIT PACIFIC 0 ____ o + . FE - 6• AI 1 (�� /���q�L WORKOUT - { - - - - - - . . . . t CORPORATE O� s-,16,--440i A-3 . .>._. a. - >o . 0 CENTER S EXIT -- - -- - i 47 _� it 1 I TOTAL NUMBER OF OCCUPANTS IN 1 �� \87, 41/0 1 I 14574 50 I RECEPTION -- _ 15575 SW Sequoia Pkwy OPEN WORKOUT FLOOR= 462 �� '9G a _ 7 24-7195 9.40" (5) EXITS PROVIDED O/� ,. 292 ,- __..- _3 - Tigard, OR 9 2 A X ASSEMBLY MAIN EXIT PER 1028.2 34.00" • 462/5 EXITS = 93 OCCUPANTS PER EXIT Vii, • ,, . i,d, a 1 '. - ■ 50 A 7 L / : I_ _. _ ._ _- _ N (7. TI a a ,•Iry-• � amu:. .,, J' /.. \-3 t. * .._.. .._.___.__._ \F '•' ' 141.. ..._... x J. _._.___ - _-.. -..____~_.....____..... -_ _ ._.. TOTAL OCCUPANTS IN BUILDING=536 tl " Q LS ,T.T. ._._._..._ ____.-_ __., �, r✓�� ,�-._-.�; F I + ■ 1 CO - 536/2=268X0.2= 53.6"WIDE REQUIRED r" t~.._ ,: :. ,:.. - EXIT E 1, I V� ► I I _... ,- L :._ . _, _ I 8 I • 47 e" (2) DOORS @ 34"WIDE EACH ARE PROVIDED 4711 L - COMMON • I ' TOTAL WIDTH PROVIDED=68" ? ' --._ _ - - - - 9.40' - - - - - - - fi 34.00" " CLQ' - - - _ . ._ _ __ I Mecharncal/Electncal �O - C -,- o- PATH OF - EGRESS 0 • • _-- -`m`-- O�PI' �.� I TRAVEL= • r ;--4 7 56'-71 I I I I I I 188 7 ESS TRAVEL DISTANCE _ _ • EXIT ACC I I j • _ L:. i:' >L, :# ':< +�. 6 OBBY PILATES/BARRE Z�I . :. t.. fl A-3 A-3 :: _ 4 4i:, , e,» n sea . ._ "� ,' .` • 694 15 1069 15 -.! s,l ;�:' I s:. gse ttia � I d"•3�� I r' s.. t I I } 2I _47 0- 72-. - -� - - 0 1 , : I I: '--�2,: .�- '... <. I,.:. -:_ ...-s. , ... _..=,_1. I /.__�] 11.4(e...,-._ :,.f1::,,,,,,, ,,11,. -fes I. ii.c' • Milli GIN In I • • •. ..: y • • fh. vim- • • w • < ei .• • • < • • • ..'♦ -'i + ::4,,Q,- �, ) j-"'i ._.- �!! MIN Ir:.n.:_s :a. r:-.n:. � n ., .. .... :r.. n n.. a:'- .e, r -Vn nn-'n . y� t .. it} f_. ) � }. =.. �. p_. : =' �i S r` € `' �5} t._w r �:_. „ �.:, a . n, n,; n . n_ n< n n : n :n..n n, _ ye w .. ,1 Sx-a _3,k�•�. V-4. , ,, '4;1, - _ ,: . q"'!.;.,'4 �us1.3 e:3,-,,),,V-.47.4.1: ,,s . i,� {vd ,{ r, - irx- .. ■ _......___. _-v 1 .__..._.._.. Ka""+'-v'YY• C - , : i.v !r•._..,,iai Fii ii.j .� _. :...._..: . ,.....:: , : sr�_ . Irc._...,..� [,-.. - .._ _ . -:1„x,7 k•,�r. ...;`a, Ck,.:.-- •,-, : - .,:-- ..i... .l u.. ■ ROOM } q � I ! • • HAN G .. (( : g__,, !: -c.- :: .. , 1' _ , � l i .I ., , l - �' I:a 4:. Ili . !I �! :t3 1� q � ., - ■ li M g - - :i '. . £ :I: !. !_ .. . : , . i,. Ili :, �; :i 3 j I if �r-'i 0.+4.:15v "':.' C�((^� ■ - .Jl i Xr r, t ti t !1 i t1_ [; I !,: :', i „ :{ y }, �1 ill ❑ •I,!- i!` li 1 ■ - '�J 1 �'�^.X �= a` `' , u '� e E L.- = , _ G j e' ./ 1. f ,, o ■ , I - ,I, , 1 I I' _ < I I I II :: _ sf. = -.� �-_ , J 2 .J tj I „ - .. . . ■ ■ . l 77 50II -I �.-_ L'.- . .i. -.r:fi- -}_- • a!-...-.-e., „c-•.._._. t_..__.._ ...::::::::, L:a'i,r,rid ��.is..,-- '�r $.. .,�.4 L,.--- =..} a+.;ie-_.w. 4.,:---,i, ti;•_-f' -._ _ 7.fl ':N .k -.,! -.tS 3-,: t.:a .. i+2 .-. G:a '-i..CS =76 ..l'+S. AGM .C 7.3 .L� I i ? �..'�'•b - - ■ ■ _ _ • / >' ;OJ `° qL .,fir .• _ E. [� _ ■ ■ .-._ _ _.. , , ,.§' 8, - Oft ; ■ - ...a .: ty INF.d ■ �., ,.,".. `�� :0 _ - I - . ■ - _ MANAG _ �; - 36 •-- o Fil �- I. ., , w, - -< T-s �„ - • V‘AI I STORAGE _. 1. ,, : - �'� V. t'& - _.__ _ • - _-- .-_ i.� �� 4" -.i „} ", ,:' tt '>F+;• 41+ 3�t d � ' .Y _ , 2 , . arr �`: � f +�, I 'w:'_ .R:+` '�• I -. �..� � ...� ., ..._..._ _..._.. _..._..._...., ._ - .. -....._ z f t.c; fc + t� •� tui .. / s.w. i i w.F,i � � � 184 100 I ■ ACC I y'ti.. L`f i+ xirj �: tia _• .. G* {. S`S "•f'4 -is-4 w , • .•Y� 1 , ,1 III .; �■ _ - ■ 7 '+ p 7 :: _ : -i - 'I �. 7 1 II...._. 1 -- -II. 1 "r c.3vh"+. .s ',---•- ,414- -. - _ *--' _ cv i :i ., ! N :1 , , - 1 tl i"' 11 ..it i -� j---.. .--i JI_ /std' :»•": ■ I ■- _ - 4 $: �@!„ '- ys;._- .�.: h t"' k.�: 'T" • •tE'. T ':! i ,,.: - Y� , ('s , _ ^1 i j- n n.. n n:. .t♦ ■ a. .., •■ ■: �. ¢ `T` tl_- I _ I ■ _- ,. _ 2 r 172 300 21 = f z._;e' .I L. ■ ■ ■[� I 1 2 , STORAGE : ° '; }: ..Lf� Gil ■ If n '_'1- 11 _ , a , L_ I 1 I-1 e Y1 zx 1.' "''..:-;,-..'a: • • • s wre ■ t 1 �� .. 4 . ACC • E -_ . : . . to . . a .• . . k 32 0 ■ I _ n. r = 3 30 � ■� 1 : G 2 0 - \ N ] iLei - i + - - - - - II: 1. - Ai .� EXISTING - "' - ■1 • e - - - - - -11 ..___ : 4, �< ELECTRICAL [� , I } I II I L...,... o2-07 �� ■_ 0 I ' > IM i7 i F r.7_..- - = o ACC EXIT 02-07 EXIT a _■ ■ ■ I CHANGING. * I 144 300 e 93 93 ■ ■ ■ ■ - ■ 'ROOM II ,, m 18.60 18.60 r� ■ �Ji� -� ■ B 1 4 111 -. - not _ _ _ . ,/ I 1 34.00" I I 68.00" ■ ■ a ■ _■: ■ r r ■ r c ■ r ;0:1:111..:,. 02 03 �■_ r s ■:: Int: E- ■ : ■ rs, r 78 50 .1'4,- 1 r D �` a ! • - YOGA 2 (I) i, iiii Ili 02-07 r 27 �� A-3 €.. y �•�- �., i 803 15 • j I I • WOMEN'S I I LOCKER I MEN'S I - I r. LOCKER JANITOR ROOM LOCKER EXIT `D B ACC B B 27 r 1 I 451 50 158 300 159 50 452 50 5.40 • © MACKENZIE ,I • • 68.00" �- i I 2016 ALL RIGHTS RESERVED I I I I 10 I 1 I 4 I 10 I ._-_ �.__ "._ _._._ IIITHESE DRAWINGS ARE THE PROPERTY OF ,- -- r TELCO - - - - ,�- - - MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, ACC ONS,S N's WITHOUT PRIOR WRITTEN PERMISSION 73 300 M \P'' I a 318 Revision Schedule >8 O J*".1 . OF NI,1 ' Revision Delta Issue Date 113 1 CODE ANALYSIS - T2.1 1/8" = 1'-O" • GENERAL NOTES LEGEND AREA SCHEDULE (CODE ANALYSIS) SHEET TITLE: KEYNOTES OCCUPANT TOTAL CODE 02-03 EXISTING ELECTRICAL ROOM AND FIRE RISER TO REMAIN. - NAME AREA LOAD FACTOR OCCUPANTS A. THIS SHEET IS INTENDED ONLY FOR CODE REVIEW PURPOSES ONLY- NOTE: SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION EXIT SI • EXISTING GN, DB ELECTRICAL TO TIE NEW EGRESS ANALYSIS B. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST ADOPTED BUILDING 02-06STING TO EXIST EGRESS LIGHTING SYSTEM A-3 CODE EDITION,AND TO CONDITIONS OF THE GOVERNING AUTHORITIES. THESE LIGPER SECTION 1028.9.1: WORKOUT 14574 SF 150 292 DRAWINGS ARE FOR TENANT MODIFICATION WORK AND OCCUPANCY ONLY, NO r I EXISTING WALL TO REMAIN 02-07 EXISTING DOOR TO REMAIN, PROVIDE NEW REQUIRED DOOR - STRUCTURAL WORK. HARDWARE PER SCHEDULE GROUP EXERCISE 11019 SF 150 21 C. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO tionicoomis FULL HEIGHT NON-RATED WALL. SEE DETAIL 1/A8.2 AND 3/A8.2 48"EGRESS PATH FOR AREAS W/EQUIPMENT ON BOTH SIDES PILATES/BARRE 11069 SF 15 72 STARTING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE NE. IF SUCH 36"EGRESS PATH FOR AREAS W/EQUIPMENT ON ONLY ONE SIDE LOBBY 694 SF 15 47 DISCREPANCIES RESULT IN REQUIRED CORRECTION WORK, IT SHALL BE PERFORMED t I THROUGH GRID WALL.SEE DETAIL 4/A8.2 YOGA 803 SF 15 54 AT NO ADDITIONAL COST TO THE TENANT. RECEPTION 42 SF 7 6 D. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR r,, ,,,,, 4 PARTIAL HEIGHT WALL.SEE DETAIL 5/A8.2 THE WORK. ANY ERRORS OR OMISSIONS IN THE PLANS SHALL BE CALLED TO THE FE ♦ FIRE EXTINGUISHER LOCATION. PORTABLE FIRE RECEPTION 50 SF 7 8 ATTENTION OF THE NE PRIOR TO THE SUBMISSION OF A COST FOR CONSTRUCTION, EXTINGUISHER REQUIREMENTS SHALL BE 18251 SF 500 SO THAT ADDENDA MAY BE ISSUED. IF THE CONTRACTOR FAILS TO DO SO, IT WILL - COMMON PATH OF EGRESS TRAVEL DETERMINED BY FIRE DEPT. FIELD INSPECTOR IN ACC NOT RELIEVE THEM OF THE RESPONSIBILITY TO PROVIDE A CORRECT AND FINISHED (PER TABLE 1014.3,SHALL NOT EXCEED 75') ACCORDANCE W/FIRE CODE 906. PRODUCT. STORAGE 323 SF 300 2 E. THE CONTRACTOR IS TO COORDINATE THE ARCHITECTURAL TENANT IMPROVEMENT --- -- EXIT ACCESS TRAVEL DISTANCE 1T)-1 - KEYNOTE STORAGE 172 SF 300 1 TABLE 1016.2,SHALL NOT EXCEED 250') DRAWINGS WITH THE MECHANICAL, ELECTRICAL, PLUMBING,AND FIRE (PERTELCO 73 SF 300 1 PROTECTION/FIRE ALARM DESIGN/BUILD DRAWINGS. EXISTING ELECTRICAL 144 SF 300 1 I F. EMERGENCY LIGHTING ALONG THE EGRESS PATH SHALL NOT BE LESS THAN 1 E, ER TACTLE EXIT SIGN PER 14/A8.1 / ROOM NAME JANITOR 158 SF 300 1 DRAWN BY: AJY/RMP FOOTCANDEL AT THE FLOOR LEVEL AT ALL POINTS ALONG THE EGRESS PATH. A WORKOUT I OCCUPANCY TYPE 869 SF 6 MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED TO MEET ALL REQ'S OF SECTION 1006.3.1. COORDINATE WITH ELECTRICAL * OCCUPANT LOAD SIGN PER DETAIL 13/A8.1 A-3 _- ROOM SQUARE FOOTAGE(GROSS UNO) B CHECKED BY: DW/CMV CONTRACTOR. MEN'S LOCKER 452 SF 50 10 G. AREAS ARE CALCULATED FOR CODE REVIEW PURPOSES, NOT FOR LEASING + ENVIRONMENTAL TOBACCO SMOKE(ETS)CONTROL SIGN TO 1227 50 MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT (OSSC TABLE 1004.1.2) MANAGER 184 SF 100 2 I 1 PURPOSES. READ:"SMOKING WITHIN 25 FEET OF BUILDING ENTRIES IS 249�� UNISEX LOCKER ROOM 159 SF 50 4 SHEET H. SEE SHEET A2.1 AND A2.2 FOR ADDITIONAL PLAN INFORMATION. PROHIBITED" NUMBER OF OCCUPANTS WOMEN'S LOCKER 451 SF 50 10 I. SEE SHEET A8.1 FOR ACCESSIBILITY DETAILS. , J. ALL SIGNAGE TO COMPLY W/CHAPTER 7 OF ICC A117.1-2009. CHANGING ROOM 77 SF 50 2 K. PROVIDE APPROVED FIRE ALARM AND DETECTOR SYSTEM AS SET FORTH IN CODE. 1 NUMBER OF OCCUPANTS SERVED BY EGRESS ACCESS EXIT - EGRESS COMPONENT CHANGING ROOM 78 SF 50 2 COORDINATE WITH FIRE PROTECTION ENGINEER. 1400 SF 30 �� ■ L. A FULL COVERAGE FIRE ALARM SYSTEM SHALL BE PROVIDED FOR ALL AREAS 180 � NUMBER OF OCCUPANTS POSSESING PATHS OF EGRESS. 36" REQUIRED WIDTH GRAND TOTAL 20520 SF 536 1 M. PROVIDE APPROVED PANIC HARDWARE ON ALL REQ'D DOORS. SEE DOOR SCHEDULE ON SHEET A2.2 FOR FURTHER INFORMATION. 72" - PROVIDED WIDTH N. PER SECTION 1027.1, EXIT DISCHARGE ALL OCCURS AT GRADE. 1 I JOB NO. 2160170.00 PERMIT SET - AUGUST 26, 2016 C:IUserslajywocumentsNUu-Kevlt rrolectst215017000-Ia HI racitic corporate eenterc77U-ts t1 I vacs is corporate 8/25/2016 1:26:08 PM 118"=1'-0" • Center-V15-Lrvt a . 0 • Bfit Pacific Corporate Center Bfit Pacific Corporate Center B FIT VENDOR LIST Created: 5/31/2016 Created: 5/31/2016 Scope of Work - supplement to plans and MEPs 24 IT Install RFID for room door Architecture ® Interiors Bfit New guest chairs-qty 6(Staples stackables)(includes 2 for fitness desk) NOTE: CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND SCHEDULING THESE VENDORS FOR NOTIFICATION Responsible General: Planning . Engineering OF ORDERING MATERIAL AND SCHEDULING VENDORS'INSTALLATIONS Responsible Telco/Electrical Room: Precision New paint throughout including touchup of ceiling as needed K5 Graphics New graphics throughout includinginterior mandatorysignageGC New per all standard construction&Bfit design criteria P g p g � (provide graphic plan for Precision,&Construction PN Wilson Sign Art Provide and install exterior signage(provide electrical requirements for sign) GC Provide and install simplex combo lock AMERICAN WHOLESALE LIGHTING K5 SIGNS & GRAPHICS CMJN Install club sound and paging system(including ClubCom) GC Provide and install 6'H x4'W fire resistant plywood blocking CMJN Provide and install audio fetch system GC Provide and install 18"D x 24"W shelf,should be located close to blocking Portland,OR CONTACT: MARK JENSEN CONTACT: MIKE KEOUGH American Lighting Provide and install LED lighting-spec: (provide lighting plan for GC&Construction PM) Precision Seal coat cement floor 503.224.9560 CRG Provide flooring material plan for Construction PM EMAIL: mjensen@awlighting.com 2271 S. VASCO ROAD, SUITE D LP/Tyco Provide and install security system(provide camera placement plan for Construction PM) Responsible Janitor Room: Vancouver,WA PHONE: (510) 252-1088 x208 LIVERMORE, CA 94551 LP/Tyco Provide and install alarm(to be installed prior to TV/equipment install dates) 360.695.7879 (510) 857-7597 EMAIL: mike@k5signs.com LP/Tyco Provide and install panic button at front desk GC New per all standard construction&Bfit design criteria Seattle,WA PHONE: (925) 373-0075 LP/Tyco Provide and install lnstakey in front entry door GC Provide and install water heaters 206.749.9993 CELL: 925 525-8019 Bfit IT Provide and install broadband for WiFi GC Provide and install recirculation pump for water heater line CELL: (925) CRG Provide and install lockers per plan-spec:Wilsonart Micro dot GC Provide and install simplex combo lock www.mcknze.com GC Install front entry door w/standard mortise cylinder that will accept a 7pin SF-I/C core CRG Provide and install flooring and rubber base-spec:Patcraft Organic Hue,Gravel GC Provide and install manual shades for any east or west facing exterior windows-if applicable MACKENZIE . CMJNGC Provide roof penetration w/at least a 1"pipe with a weather-head for Direct TV satellite above telco room Responsible Lounge Area DESIGN DRIVEN I CLIENT FOCUSED GC Provide and install fire alarm system w/1 year monitoring service (Client GC Provide and install AED surface mounted cabinet CMJN delete • . " e a : -. - :-:.' : - _ _. - CONTACT: CHRIS BURBANO PRECISION COLOR GC Provide and install fire extinguishers w/surface mounted wall cabinets CRG Provide round-laminate:Wilsonart linen EMAIL: cmburbano1263@gmail.com GC Provide and install drinking fountain,spec: CRG Provide 4 butterfly chairs -spec:Bravo leather CELL: (925) 518-2268 CONTACT: BILL HAYNIE GC Equip emergency exit doors with alarms,spec: GC Update/Repair HVAC system as needed Responsible Main Gym - Cardio: kill 26024 KORNBLUM DR. GC Provide MEP drawings-Electrical,Plumbing,HVAC(for Construction PM,Architect to upload to USGN) ESCONDIDO, CA 92026 GC Provide thorough final cleaning CRG Provide and install flooring w/rubber base:20%Grey 5MM custom Rubber EMAIL: precisioncolor@sbcglobal.net GC Obtain all permits needed CRG Provide and install raceways-spec: C RG PHONE: (619) 300-3043 GC Create and provide closeout binder(to include subvendor list) CMJN Install 55"LCD TVs w/Direct TV system-qty:6 4 GC Note:Do not relocate MPOE GC Provide and install mirrors GC Provide 20amp dedicated ground circuits for each treadmill and stepmill \. CONTACT: JOAQUIN CASTRO 25520 SCHULTE COURT Responsible Reception/Lobby: Responsible Main Gym - Selectorized: TRACY, CA 95377 EMAIL: jcastro@clubresourcegroup.com WILSON SIGN ART CRG Provide and install flooring and rubber base—spec:Dark Contour LVT CL7215 GC Provide and install mirrors PHONE: (209) 836-4100 CRG Provide and install front desk system-spec:Wilsonart Hollyberry,Black, MicroDot CRG Provide and install flooring w/rubber base:20%Grey 5MM custom Rubber CMJN Provide and install intercom system from entry side of vestibule to front desk(to include switch to unlock e CONTACT: MARK WILSON GC Provide 3 data conduits ran to telco and 3 outlets for kiosks(one inside vestibule,two in lobby) Responsible Main Gym - Free Weights: 0 5848 VARNA AVE. 24 IT New phone, printer&computer system VALLEY GLEN, CA 91401 24 IT Furnish and install new kiosk systems-Qty:2 GC Provide and install mirrors EMAIL: markarts@earthlink.net 24 IT Install RFID for entry vestibule inside door GC Provide and install plywood under mirrors at dumbbell area HI-TECH TILE PHONE: (818) 501-8267 LP/Tyco Provide and install panic button at front desk CRC Provide and install flooring w/rubber base:20%Grey 5MM custom Rubber,Aktiv Pro 1000 Series Black CMJN Install 55"TVs—quantity: 3 CELL: (925) 406-0420 Responsible Vending: Project CONTACT: MIKE MIZRAHI Responsible Functional Training: 7315 CANOGA AVE GC Provide 2 x 3/8"water hookups and one wall drain CRG Provide coffee cabinet-spec:Wilsonart Hollybe-ry and Black CRG Provide and install flooring w/rubber base:20%Grey 5MM custom Rubber B FIT PACIFIC CANOGA, CA 91303 ' 24 IT Provide and install Ganter on vending CRG Provide and install turf,8'x50 EMAIL: mike@hitechtileandmarble.com 24 Retail Provide vending machines,coffee machine,and water system CRG New fitness desk&task chair-laminate: Black CORPORATE PHONE: (818) 347-3472 CMJN Install 55"LCD TV CENTER CELL: (818) 652-8380 Responsible Shop Storage: GC Provide and install mirrors 15575 SW Sequoia Pkwy • Tigard, OR 97224-7195 GC New per all standard construction&Bfit design criteria Responsible Group Fitness: CRG Provide and install flooring and rubber base-spec:Patcraft Organic Hue,Gravel 24 IT Install RFID for room door CRG Provide and install new flooring w/rubber base-spec:Clubline Rubber back Vinyl Flooring 7MM,Graphite Precision Paint white screen on wail,dimensions: Responsible Manager's Office/Break Room: CMJN Provide and install new sound system CMJN Install Wexer LCD TVs(4x 75" LCDs) CRG Provide and install flooring and rubber base—spec:Dark Contour LVT CL7215 CMJN Install ceiling mounted projector 18'from screen Mechanical/Electrical K5 Graphics Install frost graphic on glass windows/door CMJN Provide and install wall mounted 135"screen CRG New desk&task chair-laminate:Formica Folkstone CMJN Install ELO touchscreen and mount outside by room door CRG Breakroom table-spec:Salermo 30"square CMJN Install Wexer system • CRG Provide and install sink cabinet and wall cabinet-laminate:Folkstone GC Install fire resistant 10'Wx5'H plywood blocking for Wexer LCDs(to start at 7'from the floor) GC Provide and install sink w/garbage disposal GC Provide and install wall mirrors GC Provide mini fridge and microwave GC Provide and install ceiling fans(if room does not have own HVAC unit w/thermostat) GC Install Bfit provided soap dispensers(to right of sink) GC If room does not have its own unit w/thermostat,then will need to install a volume damper GC Provide and install air system GC Provide and install a dimmable light control 24 IT New phone,printer&computer American Lighting Provide and install LED lighting that can be dimmed Revised:6/6/2016 Revised:6/6/2016 ***Scope is subject to change ***Scope is subject to change ***RED text denotes scope yet to be finalized 1 of 5 ***RED text denotes scope yet to be finalized 2 of 5 /(0 0 a I. Bfit Pacific Corporate Center Bfit Pacific Corporate Center Bfit Pacific Corporate Center Created: 5/31/2016 Created: 5/31/2016 Created: 5/31/2016 Responsible M W Changing Rooms GC Provide and install ADA shower curtain,hooks,and rod Responsible Cycle: Hi Tech x x Provide and install wall tile(4'up)-spec:Dal tile 4x4 Suede Gray 0182 4x4 GC Provide and install shower head, handles and trim GC Provide and install seat cover holders GC Install curved cycle wall CRG x x Provide and install vinyl polyclad flooring (including Schluter transition where tile/vinyl meet) GC Install Bfit provided soap dispeners(to right of each sink&in shower) y CRG Provide and install cycle wall cabinets/cubbies: Black and 6"vinyl polyclad base-spec:Polysafe Hydro,Colorado GC Install Bfit provided toilet paper dispensers c� a' CRG Provide and install new flooringw/rubber base- Aktiv Jet Black 5MMti� spec: CRG x x Provide and install 3'benches w/pedestals-qty:2 spec:Folkstone Provide and install vinyl polyclad flooring (including Schluter transition where tile/vinyl meet) ,, CMJN Provide and install speakers,amp system,and 75"LCD CRG and 6"vinyl polyclad base-spec:Polysafe Hydro,Coloradoct �� 'U� I • n 24HR IT x x Install RFID for changing room doors CMJN Install ELO touchscreen and mount outside by sound wall GC x x Provide cutout and power for RFID-spec: CRG Provide and install 3'bench w/pedestals-qty:1 spec:Formica Folkstone CMJN Install Wexer system - e GC x x Provide and install doors w/locks-spec: Hi Tech Provide and install floor tile-spec: Daltile,Keystone,Suede Gray Speckle,D208 @ 2x2 e GC x x Provide and install clothes hook(2 at 60"and 1 at ADA)-spec:FRANKLIN BRASS_Grainger item Hi Tech Provide and install wall tile(7'up in showers,4'up in rest of room)-spec:Dal tile 4x4 Suede Gray 0182 �1�'t• iir' rr ` 29WH99 American Lighting Install light fixtures-spec: .� 1 • American Lighting x x Install light fixtures-spec: OF ' Responsible M W Vanities: General Notes: 1 1 CRG x x Provide and install vinyl polyclad flooring and 6" base-spec:Polysafe Hydro,Colorado Plans . MacKenzie will conduct SIR,create space plan and permit set of plans © MACKENZIE Hi Tech x x Provide and install wall tile on wall by and below counter-spec:Dal tile 4x4 Suede Gray 0182 All plans to be submitted to MacKenzie will provide detailed specs of store room to accommodate food products for health permit 2016 ALL RIGHTS RESERVED GC x x Provide and install vanity counters(w/6 splashguard)and sinks-spec: Bfit PM and Fenn for approval MacKenzie to upload all plans(including LL provided as builts and GC provided MEPs)to USGN THESE DRAWINGS ARE THE PROPERTY OF GC x x Provide and install faucets-spec:Meltermix 3300-ABCP MacKenzie to create amenity form in Accruent under facilities MACKENZIE AND ARE NOT TO BE USED GC will create MEPs OR REPRODUCED IN ANY MANNER, GC x x Provide and install vanity mirrors WITHOUT PRIOR WRITTEN PERMISSION Provide and install hand dryer-spec: Qty 1/World Hand Dryer DA5-973 Brushed Stainless CRG will utilize space plan to mark up floor finish plan 1 1 GC x x American Lighting will utilize space plan to mark up lighting plan GC x Provide and install urinal-spec: Revision Schedule GC x x Install Bfit provided soap dispensers('to right of each sink) Electrical Anywhere where LCD TV and vending noted will require outlet and 2"data conduit American Lighting x x Install light fixtures-spec: Anywhere where ELO Touchscreen noted will require outlet and 2"data conduit Revision Delta Issue Date GX room/Cycle Wexer system will require 2x dedicated 20 amp circuit and 2"data conduit Responsible M W Showers: GX LCD TV wall will require dedicated 20 amp circuit and 2"data conduit GX room will require a ceiling outlet 18'from front wall for ceiling mounted projector and 2"data conduit GX room will require an outlet 6"from floor and 2"data conduit,to right side of where TV wall is Hi Tech x x Provide and install floor tile-spec:Daltile,Keystone,Suede Gray Speckle,D208 @ 2"x2" Front desk will require 4 data conduit and 2 outlets Hi Tech x x Provide and install wall tile(7'up)-spec:Dal tile 4x4 Suede Gray 0182 Managers office will require 2 data conduits and 4 outlets(one for fridge) CRG (Delete line) x x Provide and install benches,per space plan-spec: Fitness desk will require 1 outlet only CRG x Delete • : - -: - :.-. • : . • : .. : --: : -- -:: :- : : -- - _ - Will need outlet front/outside of cardio raceway for cleaners to be able to use GC x Delete - . -2 - :.-' - : _ - :__ : _.: : -. -2 Will need dedicated 15amp outlet in Telco room by plywood backing for network gear GC x x Install Bfit provided soap dispensers Will need outlet in Telco room by shelf for security system gear GC x x Provide and install shower partitions w/splash guards per plans-spec:Formica Folkstone Will need low 12V wiring w/4 conductors from telco room to all doors w/RFID readers Provide and install clothes hook(1 per shower stall)-spec: FRANKLIN BRASS_Grainger item Will need opening w/fishline from electric strike to area where RFID reader being installed GC x x 29WH99 Will need electric door strike for all doors where RFID reader being installed I ' GC x x Provide and install ADA shower curtain,hooks,and rod Will need conduit ran from front desk to vestibule entry door for intercom and remove door release SHEET TITLE: GC x x Provide and install shower head, handles and trim Motion sensor for unisex restrooms,store room,electrical room,telco on 3 min light setting VENDOR LIST American Lighting x x Install light fixtures-spec: Motion sensor for GX room,manager's office and unisex shower room on longest light on setting available AND power and timer for exterior building signs AND SCOPE OF Responsible Unisex Bathrooms: Interior workout floor lights to be on a timer Outlet on outside of raceway in cardio area WORK GC Provide and install"in use"lights over each door GC Provide and install sinks-spec: GC Install Bfit provided soap dispeners(to right of each sink) GC Install Bfit provided toilet paper dispensers GC Provide and install toilets-spec: GC Provide and install hand dryer-spec: Qty 1/World Hand Dryer DA5-973 Brushed Stainless GC Provide and install doors w/handles-spec: GC Provide and install clothes hooks on back of door-spec:FRANKLIN BRASS_Grainger item 29WH99 GC Provide and install seat cover holders Hi Tech Provide and install wall tile(4'up)-spec: Dal tile 4x4 Suede Gray 0182 4x4 CRG Provide and install vinyl polyclad flooring w/6"base-spec:Polysafe Hydro,Colorado 1 1 CRG Provide and install bench-spec: DRAWN BY: AJY/ATM American Lighting Install light fixtures-spec: Responsible Unisex Bathroom w/shower: CHECKED BY: DW/CMV GC Provide and install"in use"lights over each door I SHEET 1 GC Provide and install sinks-spec: GC Provide and install toilet-spec: GC Provide and install hand dryer-spec: Qty 1/World Hand Dryer DA5-973 Brushed Stainless GC Provide and install doors w/handles-spec: GC Provide and install clothes hooks on back of door&by shower stall-spec:FRANKLIN BRASS_Grainger item ■ 1 29WH99 3 Revised:6/6/2016 Revised:6/6/2016 Revised:6/6/2016 - ***Scope is subject to change ***Scope is subject to change ***Scope is subject to change I ***RED text denotes scope yet to be finalized ***RED text denotes scope yet to be finalized 4 of 5 ***RED text denotes scope yet to be finalized 5 of 5 JOB NO. 2160170.00 PERMIT SET - AUGUST 26, 2016 1 C:1Userstapnuocuments1100-Kevit Prolectsuis017Uuu-ti ri i Pacmc corporate centemnu-ts ti I vac=Corporate 8125/2016 1:27:25 PM Center-V15-L net • 01 00 00 GENERAL CONDITIONS DIVISION 5--METALS DIVISION 08 --OPENINGS DIVISION 21 --FIRE PROTECTION -SEE DESIGN-BUILD MEP DRAWINGS A. CODES: All construction shall comply with local, state, and federal codes and regulations. 1. ALL W-SECTION SHAPES SHALL CONFORM TO ASTM A992. CHANNEL SHAPES AND 08 15 16 HOLLOW METAL DOORS A. The fire protection work shall be performed on a design-build basis.The design-build fire B. Contractor must verify existing job conditions prior to construction. PLATES SHALL CONFORM TO ASTM A36. (UNLESS OTHERWISE NOTED ON THE DWG). protection contractor shall furnish and install all modifications to the existing fire sprinkler C. AS-BUILT DRAWINGS: Two(2)sets of"as-built"drawings will be required for all plumbing,electrical, 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53,TYPE E OR S, GRADE B OR PRODUCTS: system to meet all applicable local and state code requirements. Sprinkler heads shall be HVAC and fire protection work. ASTM A501. MILL TEST REPORTS FOR STEEL PIPE SHALL BE SUBMITTED FOR Flush Exterior HM Door: Amweld or equal. Polystyrene Core, 16 ga, laser edge, seamless, dropped into all suspended ceiling areas. Upgrade of existing system shall conform with a APPROVAL. galvanized, primed for paint. U-factor of 0.70 Max. HM Frame:Amweld or equal. 18 ga, prime and paint, class IV occupancy. Architecture Interiors 01 10 00 PROJECT SUMMARY: 3. HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500,GRADE B (FY=46 fully welded, equal rabbet B. Fire sprinkler heads shall be centered on the ceiling tiles. Planning = Engineering Work:The work under this contract/project is to include all the labor, materials,transportation, equipment, KSI). C. The contractor shall include the cost of any hydraulic testing of the fire sprinkler system supervision, and services necessary for and reasonably incidental to the completion of all construction work in 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GR 36, UNLESS NOTED OTHERWISE. SUBMITTALS: Submit doors for review by NE. required by any government agency. connection with the drawings and specifications. 5. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE D. Fire extinguishers to be installed per 2014 Oregon Fire Code. LATEST EDITION OF AISC"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"WITH 08 15 16 WOOD DOORS 01 30 00 ADMINISTRATIVE REQUIREMENTS AMENDMENTS,AND THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS Standards: Provide doors complying with National Wood Window Door Association (NVVWDA) DIVISION 22--PLUMBING-SEE DESIGN-BUILD MEP DRAWINGS Verification: Verify and confirm all dimensions and conditions shown or implied on the drawings and specifications AND BRIDGES,"WITH AMENDMENTS. Industry Standard I.S. 1-87, Sections I.S.1.1 to I.S.1.7 A. The plumbing contractor shall furnish and install a complete and operative plumbing system as well as the physical conditions of the site. Notify the A/E of discrepancies prior to start of work. 6. BUCKLING-RESTRAINED BRACED FRAMES SHALL CONFORM TO THE REQUIREMENTS Solid Core Doors: to meet all local and state codes. OF AISC 341, SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS AS WELL AS Face Veneer: Plain Sliced Maple B. Provide plumbing submittals and plans for Owner's review prior to construction. Portland, OR Coordination: Coordinate the work of all subcontractors to prevent duplication THE DESIGN PARAMETERS SET FORTH IN THE DRAWINGS. STRUCTURAL Core: Solid Core. 503.224.9560 of effort and to ensure proper sequence of operations. CALCULATIONS AND DETAILS FOR THE BRB CONNECTIONS SHALL BE PROVIDED BY A Adhesive: Type I. DIVISION 23--HVAC -SEE DESIGN-BUILD MEP DRAWINGS PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THE PROJECTS TO Edge Band: any allowed by standard. Vancouver,WA A 01 42 19 REGULATORY REQUIREMENTS ARCHITECT/ENGINEER BEFORE SUBMITTING TO JURISDICTION FOR REVIEW AND Provide rated doors and assemblies where indicated. A. The HVAC contractor shall furnish and install a complete and operative HVAC system to 360.695.7879 A. CODE CONFORMANCE: All construction and materials shall conform with local, state, and federal PERMITTING. Door Frames: Prefinished"Browntone",TIMELY. meet all local and state codes. B. Provide HVAC submittals and plans for Owner's codes, and regulations including ADA requirements. 7. BOLTS 3/4"0 AND GREATER TO BE ASTM F1852, TYPE 1 (TWIST-OFF TENSION CONTROL Submittals: Submit doors for review by NE. review. Seattle,WA B. REFERENCES: All references to codes, specifications and standards are intended to be the latest BOLTS)WITH THREADS INCLUDED IN SHEAR PLANE, INSTALLED PER SECTION 8. C. All workshallinclude a one-year parts and labor warranty and a 90 day service contract from 206.749.9993 edition,amendment and/or revision of such reference standard in effect. MINIMUM PRETENSION AS STATED IN TABLE 8.1 AND INSPECTED PER SECTION 9 OF the datee of thh e Notice of Completion. 08 41 10 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS/GLASS WWW.mCknZe.COm THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS. BASIS OF DESIGN EXTERIOR STOREFRONT SYSTEM: Kawneer Trifab VG 451T,glass pane:center, DIVISION 26 --ELECTRICAL-SEE DESIGN-BUILD MEP DRAWINGS 01 50 00 TEMPORARY CONTROLS PROVIDE ASTM A490 BOLTS OR ASTM F2280 TWIST-OFF TENSION CONTROL BOLTS 4 1/2"deep. Provide at typical exterior storefront condtion, or approved equal. A. The electrical contractor shall furnish and install a complete and operative electrical system Provide local exhaust ventilation to prevent harmful dispersal of hazardous WHERE ASTM A490 BOLTS ARE INDICATED ON PLANS OR DETAILS.CONNECTION TYPE BASIS OF DESIGN INTERIOR STOREFRONT SYSTEM: Kawneer Trifab VG 450, single glazed, to meet all local and state codes. MACKENZIE substances into the building environment, to dissipate humidity,to prevent IS PRE-TENSIONED UNLESS NOTED OTHERWISE BOLTS NOTED AS TYPE SC (SLIP- accumulation of dust,fumes, vapors, or gases, and to provide air movement for curing installed materials. CRITICAL) IN DETAILS SHALL BE INSTALLED AS SLIP-CRITIAL WITH FAYING SURFACES glass pane: center, 4 1/2"deep. Provide at typical interior storefront condition, or approved equal. B. Provide electrical plans for Owners review. DESIGN DRIVEN CLIENT FOCUSED C. Provide energy compliance code lighting calculations where required by code. PREPARED AS CLASS A SURFACE PER AISC 360. FOR BOLTS LESS THAN 3/4"0 USE BASIS OF DESIGN STOREFRONT DOOR: Manufacturer's wide stile door. Finish to match storefront. D. All lighting and switching shall be per code requirements. Client 02 41 00 DEMOLITION A307. Class II natural anodized finish. GENERAL: Protect existing structures and elements that are not to be removed. 8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE FINISH: Manufacturer's standard KYNAR 500(PVDF)anodized coating with min. 70%PVDF resin. A. VERIFICATION:Verify that conditions are as shown, and report discrepancies to Architect prior to CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE DIVISION 28 --ELECTRONIC &SAFETY-NOT USED • starting work. STRUCTURAL ENGINEER AS TO LOCATION,TYPE OF SPLICE AND CONNECTION TO BE PERFORMANCE REQUIREMENTS: 6 B. PATCH AND REPAIR: Patch and repair all existing work damaged by new work to existing condition or MADE. A. Provide NFRC Energy performance labeling on entrance door and window assemblies. DIVISION 31 --EARTHWORK-NOT USED new condition,whichever is appropriate. 9. HEADED CONCRETE ANCHORS SHALL BE NELSON HEADED CONCRETE ANCHORS B. Air infiltration - Limit air infiltration through exterior assembly to 0.06 CU FT/min/SQ FT of wall area, C. REPLACEMENT: Replace all existing slabs, sidewalks, and paving removed for new construction. (OR APPROVED EQUAL),AND SHALL CONFORM TO ASTM A108. ANCHORS SHALL BE measured at specified differential pressure across assembly in accordane with ASTM E283. DIVISION 32 --EXTERIOR IMPROVEMENTS-NOT USED AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT IN THE C. Water infiltration shall be tested in accordance with ASTM E 330 and based on Max deflection: DIVISION 3 --CONCRETE SHOP OR IN THE FIELD. WELDING SHALL BE IN ACCORDANCE WITH THE 1/175 of the span,allowable stress with a safety fact of of 1.65. 1. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND RECOMMENDATIONS OF THE NELSON STUD WELDING COMPANY. DIVISION 33--UTILITIES -NOT USED REVIEWED BY THE ENGINEER. MIX DESIGNS SHALL BE SEALED BY A PROFESSIONAL 10. DEFORMED BAR ANCHORS (DBA) SHALL BE NELSON DEFORMED BAR ANCHORS (OR GLAZING: PGE Solarban 60 or Approved Equal ENGINEER LICENSED IN THE STATE OF THE PROJECT. APPROVED EQUAL),AND SHALL BE MADE FROM LOW CARBON STEEL CONFORMING TO A. Maximum Assembly U-Value:0.45 tii_........114 2. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. AGGREGATE ASTM A496. ANCHORS SHALL BE AUTOMATICALLY END-WELDED WITH SUITABLE B. Maximum Solar Heat Gain Coefficient of 0.40 FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. PORTLAND CEMENT SHALL WELDING EQUIPMENT IN THE SHOP OR IN THE FIELD. WELDING SHALL BE IN BE TYPE I OR TYPE II AND SHALL CONFORM TO ASTM C150. MINIMUM COARSE AGGREGATE ACCORDANCE WITH THE RECOMMENDATIONS OF THE NELSON STUD WELDING 08 71 00 DOOR HARDWARE SIZE IS 1/2 INCH (1 1/2" FOR S.O.G.) COMPANY. General: Provide all hardware for complete door operation. 3. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER SEALING THE MIX 11. WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING A. Butt Hinges: ANSI A156.1 DESIGN. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT SYSTEM (SFRS) (I.E. DRAG-STRUTS, MOMENT FRAMES& BRACE FRAMES) DESIGNATED Interior doors: A1132 BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. CALCIUM IN THE DRAWINGS AS DEMAND CRITICAL(DC)WELDS SHALL BE MADE WITH FILLER Provide 1 1/2 pair per door CHLORIDE SHALL NOT BE USED. METALS WHICH HAVE A MINIMUM CHARPY V-NOTCH (CVN)TOUGHNESS PER AISC 341- Button tops. 4. COMPRESSIVE STRENGTHS OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: FOOTINGS 10 SECTION A3.4b. OTHER WELDS SHALL COMPLY WITH SECTION A3.4Aa. B. Latchsets: (Schlage AL1 OS Saturn or AL4OS or AL50PD) AND SLAB ON GRADE . . 3000 PSI 12. SUBMIT A WELDING PROCEDURE IN ACCORDANCE WITH LATEST EDITION OF AWS D1.1. Interior doors:ANSI 156.2 Series 4000; Grade 2 5. CONCRETE SLUMP SHALL BE 4 INCHES +/- 1 INCH. EXCEPTION: MIX DESIGNED WITH WHERE WELDS ARE FOR MEMBERS DESIGNATED PART OF THE SFRS OR LABELED Lever handle:AL1 OS Saturn AL4OS Saturn or AL50PD Saturn PLASTICISER OR WATER REDUCER. DEMAND CRITICAL,WELDING PROCEDURES SHALL CONFORM TO AWS D1.8 AND Passage Function:AL1 OS 6. MAXIMUM WEIGHT OF NORMAL-WEIGHT CONCRETE SHALL BE 150 PCF AND MAXIMUM WEIGHT MANUFACTURER'S RECOMMENDATIONS (WHERE APPLICABLE).APPROVED Privacy Lock Function:AL4OS OF LIGHT-WEIGHT CONCRETE SHALL BE 115 PCF. PROCEDURES TO BE SUBMITTED TO SPECIAL INSPECTOR FOR REVIEW AND Entrance/Office Lock Function:AL50PD 7. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST APPROVAL THEN TO THE ENGINEER FOR REVIEW. Storeroom Lock Function:AL80PD EDITION OF ACI 304R AND PROJECT SPECIFICATIONS. ALL CONCRETE SURFACES AGAINST 13. SEE FRAME ELEVATIONS FOR LOCATION OF PROTECTED ZONES FOR LATERAL Push/Pull: Ives 8"8305 Door Pull and 8200 Push Plate Project WHICH CONCRETE IS TO BE PLACED SHALL BE THOROUGHLY CLEANED. LAITANCE AND RESISTIVE FRAMES. NO CONNECTIONS OR ATTACHMENTS ARE PERMITTED WITHIN C. Closers: ANSI A156.4, Grade 1, Series CC 02000 Standard cover, Norton 8501 with options PT-4C STANDING WATER SHALL BE REMOVED. PROTECTED ZONES. and PT-4D. Provide manufacturer's recommended sizes, except for parallel arm closers one 8. ALL REINFORCING BARS, WELDED WIRE FABRIC, ANCHOR BOLTS, EMBEDDED PLATES AND 14. LOWEST ANTICIPATED SERVICE TEMPERATURE (LAST) SHALL BE 50° F FOR INDOOR size larger than manufacturer's recommendation. Locate closers on room side of toilet room doors B FIT PACIFIC OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONDITIONED STRUCTURES& 0° F FOR OUTDOOR/UNCOND STRUCTURES and office side of office doors. For handicap accessibility, provide closers with options PT-4F and PT-4H. CONCRETE. PROVIDE STANDARD BAR CHAIRS AND SPACERS AS REQUIRED TO MAINTAIN 15. ALL EXTERIOR STEEL TO BE GALVANIZED. PLUG GALV HOLES W/ALUMINUM PLUGS. D. Door Stop: Provide wall stops at all doors, unless otherwise noted. CORPORATE CONCRETE PROTECTION SPECIFIED. "PULLING-UP"WELDED WIRE FABRIC WITH HOOKS 16. HEADED SHEAR CONNECTORS STUDS ON COMPOSITE STEEL BEAMS SHALL BE E. Finish: 626 (Brushed Chrome) CENTER DURING CONCRETE PLACEMENT IS NOT PERMITTED. UNIFORMLY SPACED U.O.N. DO NOT USE MORE THAN ONE STUD PER RIB WHERE THE F. Application: Locate hardware in accordance with DHI-04 and DHI-05.When approved, slight 9. CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS: (SEE NUMBER OF STUDS REQUIRED IS LESS THAN OR EQUAL TO THE NUMBER OF RIBS variations in locations or dimensions will be permitted. Application in accordance with DHI-02. 15575 SW Sequoia Pkwy ACI 318 SECTION 7.7 FOR CONDITIONS NOT NOTED.) AVAILABLE. PLACE A MINIMUM OF ONE STUD PER RIB FULL LENGTH OF THE BEAM. Attach door control devices for exterior doors such as closers and holders to door with thru bolts Tigard, OR 97224-7195 A. A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" PLACE ADDED STUDS IN EACH RIB BEGINNING AT THE SUPPORTS AT EACH AND such as hex bolts and nuts. g B. B. CONCRETE EXPOSED TO EARTH OR WEATHER: BARS#6 AND LARGER MOVING TOWARDS THE MID-SPAN UNTIL REQUIRED NUMBER OF STUDS IS SUPPLIED. . 2" BARS#5 AND SMALLER. . . . 1 1/2" FOR MULTIPLE STUDS TRANSVERSE TO THE LONGITUDINAL AXIS OF THE BEAM.,THE DIVISION 9 --FINISHES C. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, MINIMUM STUD SPACING TO BE 3"O.C.AND 1" MINIMUM CLEAR FROM THE FLANGE EDGE. 09 21 16 GYPSUM BOARD ASSEMBLIES JOISTS-#11 BARS AND SMALLER 3/4" BEAMS, COLUMNS-TIES, SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO THE INSTALLATION OF THE HEADED STUDS: ASTM C-645. STIRRUPS, SPIRALS 1 1/2" STUDS. INSTALLATION: ASTM C-754. 1 i 1. REINFORCING STEEL FOR CONCRETE SHALL BE GRADE 60 OR GRADE 75 AS SPECIFIED AND 17. ALL WELDS WITH E70XX ELECTRODES IN ACCORDANCE WITH AVVS STANDARDS BY DEFLECTION: Limit deflection of wall assembly to LJ240. Mechanical/Electrical SHALL CONFORM TO ASTM A615 OR A706 (GRADE 60 ONLY) FOR WELD TYPE REINFORCING CERTIFIED WELDERS; 1/4"FILLET WELDS UNLESS NOTED OTHERWISE. UTILITY AND TRASH ROOM:Walls to receive Level 2 finish. STEEL. REINFORCING BARS SHALL NOT BE TACK WELDED,WELDED, HEATED, OR CUT 18. SUBMIT DESIGN AND SHOP DRAWINGS TO NE FOR REVIEW PRIOR TO FABRICATION. TOILET ROOM WALL FINISH: All drywall walls shall receive a smooth finish(Level 4). Toilet UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE STRUCTURAL room ceilings shall have a smooth finish drywall ceiling. ENGINEER. DIVISION 6 --WOOD, PLASTICS,AND COMPOSITES Gypsum Board: ASTM C-36 2. WELDING REINFORCEMENT BARS,WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL Water Resistant Gypsum Board: ASTM C-630 CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.4, LATEST EDITION. E70XX CONFORM TO CHAPTER 23 OF THE IBC. Exterior Gypsum Board:ASTM C 1177/C 1177M. Dens-Glass Gold or Equivalent. ELECTRODES SHALL BE USED IN WELDING A706 REINFORCING BARS TO STRUCTURAL STEEL. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE Accessories: ASTM C-1047 3. DETAILING OF CONCRETE REINFORCEMENT BARS AND ACCESSORIES SHALL CONFORM TO FOLLOWING SPECIFIED TABLES, UNLESS NOTED OTHERWISE: Fasteners: THE RECOMMENDATIONS OF THE LATEST EDITION OF THE ACI 315 DETAILING MANUAL. FRAMING MEMBERS DF-L PORTION OF TABLE 2308.8&9.5& 10.3(IBC) Screws: ASTM C-1002 4. GROUT SHALL BE NON-SHRINKABLE GROUT CONFORMING TO ASTM C1107 AND SHALL HAVE A SHEATHING TABLE 2304.7 (IBC) Nails: ASTM C-514 SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS OF 5000 PSI. PRE GROUTING OF BASE 3. ALL STRUCTURAL SHEATHING SHALL BE FABRICATED WITH EXTERIOR Panel Thickness: PLATES WILL NOT BE PERMITTED. GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR Provide 5/8"thick panels typical, unless noted otherwise. 5. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE FOR THE CONSTRUCTION AND INDUSTRIAL SHEATHING. Provide 5/8"Type X panels for rated construction. REQUIRED CAMBERS/SLOPES. 4. ALL FRAMING MEMBERS AND SHEATHING SHALL BE GRADE MARKED. Provide 5/8"water resistant panels at walls of toilet rooms and walls with plumbing fixtures. 6. CONDUIT OR PIPE SIZE (OD)SHALL NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND SHALL 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES UNO ON PLANS: Application: ASTM C 840"Standard Specification for Application and Finishing of Gypsum BE PLACED BETWEEN TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED STUDS DF-L, STUD OR BETTER OTHERWISE. CONCENTRATION OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE JOISTS . DF-L,#2 OR BETTER Wallboard" DETAILED OPENINGS ARE PROVIDED. PLATES . . DF-L,#2 OR BETTER 7. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE 6. IBC TABLE 2304.9.1, NAILING SCHEDULE, SHALL GOVERN UNLESS MORE RESTRICTIVE 09 65 13 RESILIENT BASE AND ACCESSORIES PLACING. CORING THROUGH CONCRETE IS NOT PERMITTED EXCEPT WHERE SHOWN. NOTIFY NAILING IS INDICATED ON THE PLANS OR DETAILS. 1. INSTALL PER MANUFACTURER'S RECOMMENDATION. THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. 7. WHERE LEDGER, SILL PLATES, POSTS, OR STUDS ARE BEARING DIRECTLY ON 2. SEE SHEET A6.1 FOR MATERIAL SPECIFICATIONS. 8. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE A RESILIENT TILE FINISH CONCRETE OR MASONRY, PROVIDE GRACE VYCOR PLUS BARRIER BETWEEN WOOD SHALL BE APPROVED BY THE TILE MANUFACTURER BEFORE USE. MEMBERS AND CONCRETE OR MASONRY. 09 65 16 RESILIENT SHEET FLOORING 9. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS-ON-GRADE AS SHOWN IN TYPICAL 8. BOLT HOLES IN WOOD SHALL BE 1/32"TO 1/16" LARGER THAN THE BOLT, DEPENDING 1. INSTALL PER MANUFACTURER'S RECOMMENDATION. DETAILS SO AS TO DIVIDE SLABS INTO APPROXIMATELY RECTANGULAR AREAS NOT OVER 225 ON BOLT SIZE. 2. SEE SHEET A6.1 FOR MATERIAL SPECIFICATIONS. SQUARE FEET WITH A RATIO OF LONG TO SHORT SIDES NOT OVER 1.5 AND SPACING NOT 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x DIA. FROM EXCEEDING 15'-0"ON CENTER. IN ADDITION, PROVIDE CONTROL JOINTS OFF OF ALL THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE. 09 30 13 CERAMIC TILING REENTRANT CORNERS TO INTERSECTION OF CONTROL JOINTS BEYOND. PROVIDE CONTROL 10. BOLTS USED IN WOOD SHALL BE A307. 1. INSTALL PER MANUFACTURER'S RECOMMENDATION AND TCA GUIDELINES JOINTS TO CONNECT OFFSET COLUMNS, PITS AND OTHER INTERRUPTIONS TO THE SLAB. 11. PRE-DRILL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. 2. SEE SHEET A6.1 FOR MATERIAL SPECIFICATIONS. 10. AN INDEPENDENT TESTING AGENCY TO PERFORM FIELD QUALITY CONTROL TEST. PROVIDE 12. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER FREE ACCESS TO CONCRETE OPERATIONS AT PROJECT SITE AND COOPERATE WITH AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION CERTIFYING THAT 09 90 00 PAINTING APPOINTED FIRM. SUBMIT PROPOSED MIX DESIGN OF EACH CLASS OF CONCRETE TO THE MEMBERS MEET THE IBC REQUIREMENTS. SUCH CERTIFICATES MUST BE MADE EXTERIOR PAINT: INSPECTION AND TESTING FIRM FOR REVIEW PRIOR TO COMMENCEMENT OF CONCRETE BY AN APPROVED AGENCY OF THE A.P.A. A. Concrete Walls: One coat elastomeric over approved primer. OPERATIONS.COMPRESSIVE STRENGTH TESTS:ASTM C39/C39M. FOR EACH TEST, MOLD,AND 13. GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-1.8E-V4(DF-L) B. Metal Panel: One coat Elastomeric over approved primer. Factory primed surfaces to be re CURE THREE CONCRETE TEST CYLINDERS. OBTAIN TEST SAMPLES FOR EVERY 100 CU YD OR INDUSTRIAL GRADE,AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON PLAN. primed after installation. LESS OF EACH CLASS OF CONCRETE PLACED.TAKE ONE ADDITIONAL TEST CYLINDER DURING 14. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIOR C. Misc. Metals:Three coats alkyd enamel Sime-gloss over shop primer. COLD WEATHER CONCRETING, CURED ON JOB SITE UNDER SAME CONDITIONS AS CONCRETE APPROVAL FROM ENGINEER. INTERIOR PAINT: IT REPRESENTS. PERFORM ONE SLUMP TEST FOR EACH SET OF TEST CYLINDERS TAKEN, 15. ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED EQUIVALENT. ' FOLLOWING PROCEDURES OF ASTM C143/C143M. PERFORM ONE AIR CONTENT TEST FOR PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR BEAMS,JOISTS, . primerA• Gypsum Walls&Ceilings:Two coats latex eggshell over one coat PVA gypsum board s - 4°w1 �' D ; EACH SET OF COMPRESSIVE STRENGTH SPECIMENS, COMPLYING ASTM C231. POST BASES AND CAPS FOR COLUMNS UNLESS NOTED ON PLANS AND DETAILS. rr B. Doors:Three coats latex semi gloss. Sprayed. i---E; 11. WHERE INDICATED ON THE DRAWINGS, INTENTIONALLY ROUGHENED CONCRETE SHALL BE 16. WHERE DIAPHRAGM AND SHEARWALL SHEATHING NAILING IS LESS THAN 3"ON • . C. Toilet Rooms:: Two coats latex semi-gloos over one coat PVA gypsum board primer. CLEAN AND FREE OF LAITANCE AND ROUGHENED TO A FULL AMPLITUDE OF 1/4" CENTER USE 3x FRAMING AND STAGGER NAILING PER SHEET S1.2 UON / PAINT SCHEDULE: See Plans o e 12. VERIFY AND CONFIRM ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. DO NOT OVER CUT THE OPENING. EASE EDGES OF THE SAW CUT TO MATCH THE CHAMFERS OF ADJACENT06 4116 -PLASTIC-LAMINATE FACED ARCHITECTURAL CABINETS 4;; OPENINGS. DIVISION 10--SPECIALTIES1. CUSTOM CASEWORK TO COMPLY WITH AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS, 10 1400 SIGNAGE (Y0.. ' OF PREMIUM GRADE. Utility, Equipment,and Sprinkler rooms: One at each door on exterior side. DIVISION 4--MASONRY 2. PROVIDE SPECIES, GRADE AND FINISH AS SPECIFIED IN CONSTRUCTION DOCUMENTS.SEE A9.1. Restrooms: Provide one each at door to toilet rooms. 1. MASONRY UNITS SHALL BE GRADE N HOLLOW CONCRETE UNITS CONFORMING TO THE 3. CASEWORK FINISHES SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. Provide signs of high pressure plastic laminate and engraving stock with black surface and REQUIREMENTS OF ASTM C90. 4. PROVIDE SOLID BLOCKING IN WALLS FOR CASEWORK AS REQUIRED. white core 2"high with 1"high letters in block style alphabet.Attach to doors with adhesive ' i 2. ALL MASONRY ASSEMBLIES SHALL DEVELOP A MINIMUM 28-DAY COMPRESSIVE STRENGTH5. PANEL AND EDGE MATERIALS recommended by manufacturer. © MACKENZIE F'm AS FOLLOWS: A. STANDARD PARTICLEBOARD: MAT FORMED WOOD PARTICLEBOARD,ANSI A208.1,TYPE 1-M-2, Handicap access signs: Provide one each at entrance doors and toilet doors. Signs of high 2016 ALL RIGHTS RESERVED EXTERIOR BEARING WALLS 2500 PSI pressure plastic laminate engraving stock with blue face and white core. 6"x 6"with international THESE DRAWINGS ARE THE PROPERTY OF 45 LB. DENSITY, 8 PERCENT OR LESS MOISTURE CONTENT. NON BEARING INTERIOR WALLS 1500 PSI symbol for accessibility in accordance with ANSI 117.1. MACKENZIE AND ARE NOT TO BE USED 3. MASONRY UNITS SHALL HAVE THE STRENGTHS SPECIFIED IN IBC TABLE 2105.2.2.1.1 & .2 AND B.WET AREA COUNTERTOPS: EXTERIOR GRADE PLYWOOD,ANSI A208.1,TYPE 2-M-2 ,45 LB. Style: "Helvetica"style. OR REPRODUCED IN ANY MANNER, SHALL NOT BE INSTALLED PRIOR TO ATTAINING THE REQUIRED 28-DAY STRENGTH. MEDIUM DENSITY, 8 PERCENT OR LESS MOISTURE CONTENT. WITHOUT PRIOR WRITTEN PERMISSION 4. WALL THICKNESS SHALL BE AS SHOWN ON PLANS. 6. CABINET HARDWARE 10 28 00 TOILET ACCESSORIES i 5. JUSTIFICATION FOR ASSEMBLY STRENGTH SHALL BE EITHER BY UNIT STRENGTH METHOD OR COORDINATE WITH OWNER FINISH: Stainless steel, satin finish PRISM TEST METHOD AS DESCRIBED IN ACI-530. 7. PLASTIC LAMINATE Toilet Paper Dispenser: Bobrick B-2888 or equal. SUBCONTRACTORS ARE RESPONSIBLE FOR SUBMITTING,PAYING AND Revision Schedule 6. MORTAR FOR REINFORCED MASONRY SHALL CONFORM ASTM C270. A. SEE SHEET A6.1 FOR SPECIFICATIONS. Sanitary Napkin Dispenser: Not used. OBTAINING NECESSARY"TRADE"PERMITS(I.E. PLUMBING, MECHANICAL, , 7. MORTAR SHALL BE TYPE S. 8. EDGEBANDING Grab Bars: Bobrick No. B-6806x18(vertical), B-6806x36 and B-6806x42 stainless steel handicap FIRE ALARM, ELECTRICAL AND FIRE PROTECTION) Revision Delta Issue Date 8. MORTAR SHALL BE MIXED BY MECHANICAL MEANS AND PROPORTIONED BY ACCURATE A. 3MM PVC. grab bars per code. MEASUREMENT ACCORDING TO IBC TABLE NO.2103.8. Mirror: Bobrick B-1556 2436 9. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. Paper Towel/Waste Receptacle: Bobrick B-3944 or equal 10. AGGREGATE FOR MASONRY MORTAR SHALL CONFORM TO ASTM C144. DIVISION 7--THERMAL AND MOISTURE PROTECTION 11. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476-99,WITH A 28-DAY DIVISION 11 --EQUIPMENT- NOT USED COMPRESSIVE STRENGTH PER IBC TABLE 2105.2.2.1.2. 07 21 00 BUILDING INSULATION 12. AGGREGATE FOR GROUT FOR MASONRY SHALL CONFORM TO ASTM C404. DIVISION 12--FURNISHINGS -NOT USED 13. CONSTRUCTION REQUIREMENTS AND QUALITY CONTROL FOR MASONRY SHALL COMPLY WITH RESTROOMS: IBC SECTIONS 2104 AND 2105. WALLS: Sound Attenuation Batt, 31/2" R-11 ASTM C-665, Type I. DIVISION 13 --SPECIAL CONSTRUCTION -NOT USED 14. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO ALL CEILING:6"R-19 ASTM C-655,Type I,with sound attenuating fiberglass PROVISIONS OF THE CONCRETE REINFORCING SECTION. batt. DIVISION 14--CONVEYING EQUIPMENT-NOT USED 15. PROVIDE HORIZONTAL BOND BEAMS AT 4'-0"O.C.WITH (2)#4 CONTINUOUS& (1)#4 AT 2'-8"00 VERT.AND SOLID GROUT, UNLESS NOTED OTHERWISE ON THE DRAWINGS. -All batt insulation to have a flame spread index of not more than 25. 16. REINFORCEMENT PLACED IN BOND BEAMS SHALL BE LAPPED A MINIMUM OF(40) BAR -All rigid insulation to have a flame spread index of 25 or less, and a smoke-developed index of not more than 450. DIAMETERS AT SPLICES. PROVIDE CORNER BARS OF EQUIVALENT SIZE LAPPED (36) BAR DIAMETERS AT CORNERS AND INTERSECTIONS OF WALLS, UNLESS NOTED OTHERWISE ON -Labeling: Indicate the R-value of each piece of insulation greater than 12"in widlth, or provide a signed, dated, and SHEET TITLE: DRAWINGS. posted certificate listing the type, manufacturer, and R-value of insulation installed, in accordance with 2010 Oregon 17. EXCEPT AS OTHERWISE SHOWN, REINFORCE AROUND ALL OPENINGS WITH: Energy Efficiency Specialty Code. PROJECT (2)#5 x OPENING WIDTH PLUS 4'-0"AT HEAD (1)#5 x OPENING HEIGHT PLUS 4'-0"AT EACH JAMB SPECIFICATIONS 18. IN CONCRETE ELEMENTS SUPPORTING MASONRY WALLS, EMBED DOWELS TO MATCH SIZE 07 90 00 JOINT PROTECTION AND LOCATION OF VERTICAL MASONRY REINFORCEMENT. LAP DOWELS AND VERTICAL REINFORCEMENT(48) BAR DIAMETERS. PROVIDE BAR POSITIONERS FOR ALL VERTICAL Furnish all building sealants for weatherproofing, including but not limited to, perimeter joints or jambs, sills and trim; REINFORCING. perimeter of door and window frames; penetrations of mechanical, electrical, and roof drainage equipment and parts 19. PROTECT ALL MASONRY UNITS, STORED AND ERECTED AT JOB SITE, FROM through exterior wall, soffit and trim; expansion joints. THE ELEMENTS. All interior sealants&adhesives to be low VOC. 07 62 00 FLASHING AND SHEET METAL Furnish all labor, material, equipment and services necessary to furnish and install flashing's, copings, ,edge flashing,jambs, sills and all other sheet metal items as shown on the drawings as required to weatherproof the building. Reference current SMACNA manual for typical detailing. SUBMITTALS: Submit product data for each type of product indicated,and product data for fasteners to . be used. PRODUCTS: Galvalume Steel Sheet,AZ50, conforming to A792 for painted panels. GAUGE: 22 Gauge Standard, heavier gauges where indicated on drawings. DRAWN BY: AJY/ATM CHECKED BY: DW/CMV SHEET T3 . 2 , , JOB NO. 2160170.00 PERMIT SET - AUGUST 26, 2016 C:1Usersiajpuocumentstiuu-Kevit rrolectsm50170uu-is Hi Pacific corporate centen97u-b t•r i racitic Corporate 8/25/2016 1:27:27 PM 1/8"=1'-0" Center-V15-L.rvt 0 0 . 0 4 0 60 8 9 10 zq • Architecture - Interiors / 225'-0" Planning . Engineering • 25'-0" 25'-0" I 25'-0" 25'-0" I 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" / / / Portland,OR 16 503.224.9560 A8.2 05-03 1 05-03 05-01 TYP I I I I I Vancouver,WA A \ -\ - - - - - - - MN - - - - - \ A 360 695 7879 - - - _ _ - - - - _ � >,.._v Seattle, WA 05-03 A t S 05-03 05-03 I �" • - S S - 206.749.9993 II I I I www.mcknze.com ,,�< ]1 ,- 5 0 05-0 tk '45J---1 - � io II TYP 7r :� -i I j Type^ d q s 4 - f 7 ;..' Ft r1 � }�` t I r "q a-'n I Y 4^ } i l: r':, 66 09-04 II _ , ,r .. 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EXIT 3' - 0" 8' - 10" 1 3/4" EXIST EXIST P EXIST EXIST H-3 - 1 4 102 WOMEN'S LOCKER 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-6 - 2 r -z \ _ 11____)) `XI 103 JANITOR 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-7 - 2 Portland,OR T C uJ Y l _ 503.224.9560 01-02 +r' , ' ' I © I 01 02 104 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 - 2 Vancouver,WA 01-01 I �� I A8.1 ��. I I I 105 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 2 360.695.7879 (102 I I 01-01 ® 106 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 - 2 I I Seattle,WA �' I v I c� I - I NISEX U) 107 MANAGER 3' - 0" 7' - 0" 1 3/4" SF AL FF AL FF H-4 - 1, 2 206349.9993 8'-0" UNISEX I�-- I �' �---- A8.100 8'-°" 108 ELECTRICAL 3' - 0" 7' - 0" 1 3/4" EXIST EXIST P EXIST EXIST H-7 - - www.mcknze.com \ A 106 , �' �]_ __L ) 1112 \ 1 I 109 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 - 2 I I r.\ (106) I 9 T I ® _ �` I 110 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 - 2 MACKENZIE . I01-03 - i A8.1 I I ..I DESIGN DRIVEN CLIENT FOCUSED I I 01-03 I N 111 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 - 2 N t t \ 0'I t \ f 1 l 1 \ J \ i- le \�' 112 UNISEX 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-8 - 2 Client tr I o I UNISEX - -r--......... -- - I � 113 MEN'S LOCKER 3' - 0" 7' - 0" 1 3/4" FL SC I PL HM FF H-6 - 2 kill s NISEX - - _ - 63 _ N N _� 114 TELCO 3' 0" 7' 0" 13/4" FL SC PL HM FF H-7 o ��I 105 - ODD �- �Ci - � 111 I = o \ I I A8.1 I `� STORAGE 115 STORAGE 3' - 0" 71 - 0" 1 3/4" FL SC PL HM FF H-7 - 2 I �' 'rep r I N 116A LOBBY 6' - 0" 7' - 0" 1 3/4" FUR SC PL HM FF H-4 - 2, 3, 6 LI WOMEN'S (1 os) I I MANAGER ® 115 LOCKER I :Ill 1 I MEN'S LOCKER 116B LOBBY 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-4 - 2, 31102 in I i '��\ I 107 J i 113 117 CHANGING ROOM 31 - Off 71 - 011 1 3/411 FL SC PL HM FF H-8 - 2 �� 118 CHANGING ROOM 3 - 0 7 - 0 1 3/4 FL SC PL HM FF H-8 - 2 �,UNISEX I �� IoJ °' 119A YOGA 6' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-5 - 2, 3 104 I ° � I i _'N - (104) o ° 4 o (110) UNISEX "' 1196 EXIT 6' - 0" 8' - 10" 1 3/4" EXIST EXIST P EXIST EXIST H-3 - 1, 4 110 120A STORAGE 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-4 - 1, 2 "' �' 7' 0" 3/4"1FL SC PL HM FF H-4 - 1, 2 ; I -A- I As.1 '�� . .. ��� 8'-6" 120B STORAGE 6' - 0" - �, JAI i I �'I / I 120C STORAGE 6' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-4 - 1, 2 ` (103) I (109 - `p1 _ - - _ - - - 121A PILATES/BARRE 6' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-5 - 2, 3 11.....) --- 01-°4 I I I 01-04 (1 14) 121B PILATES/BARRE EXIT 3' - 0" 7' - 0" 1 3/4" FL SC PL HM FF H-11 - 2, 7 I - 1 I - - - - - - f - i o _ I t - \ 122A GROUP EXERCISE 6 - 0 7 - 0 1 3/4 SF AL FF AL FF H-5 - 3 1 I 11 1 11 11 o � ' in °I I __I______,/ I I I ' I I 1 4 0 I, 122B !GROUP EXERCISE EXIT 3' - 0" _ 7' - 0" 1 3/4" EXIST EXIST P HM , EXIST H-3 - 1, 4, 5 i I ( °' 1 I i 9 I I ) 0 j 123A EXIT VESTIBULE - 3' - 0" - 7' - 0" 1 3/4" SF AL FF AL FF H-10 - _ Project s i EXISTING - �--�, I i A8.1 6 3'_o„ I I ; I A8.1 JANITOR °° ELECTRICAL J c I A8.1 /i,[ --�,� I 123B EXIT VESTIBULE 3' - 0" 7' - 0" 1 3/4" SF AL FF AL FF H-1 - 1 05-02 I ----� I 103 108 ,, = 0 0 0 4 0 6 0 8 9 10 Architecture ® Interiors Planning . Engineering I I I I I I I I I I 225'-0" / / 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" / / / / / / / / / / Portland,OR 503.224.9560 I I I I I I I I Vancouver,WA A \ \ — — — — — — — .71— — — — — — — — 60.695.7879NM . • . 17 . A 3 Seattle,WA ' T T 1— 206.749.9993 9'-4" 1 — I I I I I I I I www.mcknze.com M 1 • " MACKENZIE . DESIGN DRIVEN CLIENT FOCUSED 111. I -_�__ I I I I \ B Client ill — '' — - ----.1__ ____, kill to RF-2 RF-1 I I I I I I I I N o I I 0tillilAH1 0 L. I I I I i I — - I - - I , I I R I I I I I I I I 7 , Oa R GROUP EXERCISE 0r(-, ‘. ° WORKOUT �" o,, T_ F 00-01 /gti 1 1 \ � 122 N ' I I I I ) - EXITVESTIBULE I '( L 1 SV3 P1 B1C CPlR1Bl ) Project 123 - D r g CLVT-1 L I I I I I I LVT-1 C_ _ T-4 ► SV-3 B FIT PACIFIC P-1 B-1 os-o7 -6 , f--- : 0 CORPORATE O . \- - ..- ....-=... , Nrk-i, v---y. 4 CENTER RF-1 ��—TF-1 I I o I I I 9'-3" I RF-4 15575 SW Sequoia Pkwy • o N -I Zo Tigard, OR 97224-7195 12 -5„ / 12 -0" / 50 -0 / 4'-7 / 1 F''2 I LVT-1 I o — — — `� �' — — — — — — j 0 Mechanical/Electrical „ \ \ o LOBBY ENTRY o0-01 5,_o„ �4,' UNISEX MANAGER UNISEX I R?'-oh ,I _ 116 :PILATES/BARRE VESTIBULE I I RF-1 I o / I ` 106 I 107 112 I — 09 07 T-4 I 121 Zo Q- N \ STO LE LVT-1 T-4 100 a SV-2 SV-1 SV-2 CP-6 T-5C RF-4 r , C T-3 I B-2C P-1 B-1 ET-3 B-2 115 C P-1 B-1 ) CLVT-1 � N P-1 B-1 \ �, SV-1 ' I 1 I I I I o r LVT-1 I CP-1 B-1 CLVT-1 I — — — 1 — — — 11) ri, FO: I I I 0 III i I LJ $j ° CHANGING ROOM 00-01 SV-2 - - _ I SV-2 117 I I I I LVT-1 I SV-1 C7. � LVT-1 SV-1 �--- 1 RF-2 --�sv-2 SV-2/7-1--. I P-6 B-1 WOMEN'S GI I • ` ' - C, �r IT--1 — RF-2 09-07 0 I LOCKER — I T " g. (- Ir.:-.. RF-4 �, RF 4 NI I I 102 • _. v' p SV-2 SV 2 I '~' — I I • I � T-4 09-07 I �/ 09-07 N r� 1 r , �. _ SV-2 — I +� I I — _ — STORAGE CT-3 B-2C SV-2 C 111 SV-2 VT-1 RF-2 I I I I I SV-2 — ' A � � r C, * I � — SV-2 --r- 09-07 09-07 RF-2 120 A n RF-2 - RF-2 0 \ � T- — T-1 CP-1 I B-3 \ 0 I I I I / I I I _ _A• SV-1 I O iSV-2 I - — I ( I L 0 I G _ UNISEX _ ��1. - Er RF-3 09-07 _ f�'/ CHANGING ROOM 09-07 RF-3� is ���y ` t. 105 a a o o IQry o o a N SV-2 „7 i'./' Y- , .� 1 - I „Y „7 Y�, 118 1MELAND �' r D ,. I I I I T-3 B-2 I I - - _ - - I I Aiii ' I RF YOGA • C — _ T . - / CP-6i2B-l) — — — 0 ' — — — — — — — — All 119 \ . ,.,, i� II., rr.: UNISEX -� ;' TELCO % — .S5)I I I I 104 I I I CPIRFI ) OF ( C SV-2 ) `° T-3 B-2 SV-1 N r I I C P-1 B-1 —_—_I © MACKENZIE I I I I JANITOR I I I I - fi....4. r ---- 2016 ALL RIGHTS RESERVED - — _� THESE DRAWINGS ARE THE PROPERTY OF 103 — — — — — — III EXISTING UNISEX LOCKER 1 , MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, ELECTRICAL UNISEX UNISEX ROOM MEN'S LOCKER WITHOUT PRIOR WRITTEN PERMISSIONCwc " B-2D j I I 108 111 110 109 113 Revision Schedule CSC ) r SV-2 C SV-2 CSV-2 ) ) P-1 B-1 T-3 B-2 T-3 6-2 T-3 B-2 T-3 B-2 Revision Delta Issue Date (11; 1 FINISH PLAN A6.1 1/8" = 1-0" SHEET TITLE: FINISH PLAN FINISH LEGEND FINISH GENERAL NOTES SCHEDULE OF INTERIOR FINISHES A. PAINT, PLAM,ALL FLOORING, BASE, SOLID SURFACE,AND WALL COVERING ARE 03 35 43-POLISHED CONCRETE FINISHING 09 65 16-RESILIENT SHEET FLOORING 09 91 23- INTERIOR PAINTING SHOWN FOR SCHEMATIC/COORDINATION PURPOSES ONLY. TENANT WILL PROVIDE NOTES: 1. FOR ALL INTERIOR PAINT USE SHERWIN WILLIAMS HARMONY AND INSTALL THESE ITEMS. SC SEALED CONCRETE SV-1 PATCRAFT: ORGANIC HUE, 00530-GRAVEL,72"SHEET EG-SHEL,ZERO VOC PAINT, OR EQUIVALENT. — — — — MIRROR, SHOWN FOR COORDINATION PURPOSES ONLY B. WHERE ALL NEW PARTITIONS ABUT,JOIN OR CONNECT TO EXISTING SURFACES, SV-2 POLYFLOR: HYDRO EVOLVE,4253-COLORADO 2.COORDINATE ACCENT PAINT LOCATIONS W/TENANT. WALLS OR NEW CONSTRUCTION. THE FINISHED SURFACE SHOULD BE ALIGNED FLUSH. SV-3 ECORE: BOUNCE,GRAPHITE C. PREPARE ALL WALLS TO RECEIVE PAINT, U.N.O. 06 41 16-PLASTIC LAMINATE P-1 (GENERAL WALL COLOR)SHERWIN WILLIAMS:SW 6154, NACRE D. CONTRACTOR TO PROVIDE SUB-FLOOR CONDITIONS THAT MEET MANUFACTURER'S P-2 (GENERAL WALL COLOR)SHERWIN WILLIAMS:SW 6247,KRYPTON REQUIREMENTS PRIOR TO INSTALLATION OF FLOOR COVERING. COORDINATE WITH PL-1 WILSONART: 0427-60, LINEN 09 65 19-RESILIENT TILE FLOORING P-3 (ACCENT)SHERWIN WILLIAMS:SW 6250,GRANITE PEAK TENANT. PL-2 WILSONART:7909-60, FUSION MAPLE P-4 (ACCENT)SHERWIN WILLIAMS:SW 6868, REAL RED E. PROVIDE SMOOTH TRANSITION BETWEEN FLOORING MATERIALS. SEE DETAIL 3/A8.1. PL-3 WILSONART: D90-60, NORTH SEA LVT-1 PATCRAFT: LETTERPRESS, 00590-ASTERISKS,20 MIL,24'5(24"TILE P-5 (GENERAL CEILING)SHERWIN WILLIAMS:TBD 00-00 KEYNOTE PL-4 WILSONART: D307-60, HOLLYBERRY P-6 (GENERAL WALL COLOR AT TRUFUSION)SHERWIN WILLIAMS: SW 7555, PATIENCE PL-5 (LOCKERS) FORMICA:949-MC,WHITE,MICRODOT FINISH P-7 (ACCENT AT PILATES/BARRE)SHERWIN WILLIAMS:SW 6911,CONFIDENT YELLOW. PL-6 (DOORS)WILSONART:7949-ASIAN NIGHT 09 65 66-RESILIENT ATHLETIC FLOORING COORDINATE ACCENT CONFIGURATION AND LOCATION WITH TENANT. , , PL-7 (AT TRUFUSION) FORMICA:8848-58, BLACKENED LEGNO MATTE FINISH DRAWN BY: AJY/RMP RF-1 REGUPOL:CL-20-5, CUSTOM GREY RF-2 REGUPOL:ACTIV JET BLACK 12 36 61.16-SOLID SURFACE WEIGHTS 4 ROOM NAME KEYNOTES 06 65 13-RESILIENT BASE AND ACCESSORIES RF-3 (AT YOGA T WELD SEAMS PER :ADVANCE ACTURER SA , 10mm.RECOMMENDATION WITH NOTE: COORDINATE COUNTERTOP FABRICATION WITH CRL. CHECKED BY: DW/CMV HE100 • ROOM NUMBER B-1 BURKE:4"WITH TOE, 523-BLACK BROWN SUB-FLOOR CUSHION. SS-1 (LOCKER ROOM COUNTERTOPS)CORIAN:SILVER GREY I , 00-01 ALIGN B-2 SELF-COVED BASE, MATCH ADJACENT FLOORING,SEE DETAIL 10/8.2. RF-4 (AT PILATES/BARRE ROOM)MONDO:ADVANCE, L70-LIGHT GRAY, 10mm. SS-2 (INTEGRAL SINKS AND DESK COUNTERTOP) CORIAN:CAMEO WHITE SHEET SV-3 FLOORING 09-07 PROVIDE BRUSHED STAINLESS STEEL SCHLUTER STRIP AT ALL FLOORING MATCH HEIGHT OF ADJACENT T-2 TILE BASE HEAT WELD SEAMS PER MANUFACTURER'S RECOMMENDATION WITH SS-3 (TRUFUSION RECEPTION DESK COUNTERTOP)PENTAL:CRYSTAL WHITE P-1 B-1 TRANSITIONS. B-3 MATCH ROPPE: PINNACLE PLUS#65,4"WITH TOE, P122-NATURAL SUB-FLOOR CUSHION. POLISHED-BQ85OP, 3/4"THICK BASE WALL 09 30 13-CERAMIC TILING AND GROUT 09 72 00-WALL COVERINGS 32 92 00-TURF AND GRASSES NOTE: COORDINATE TILE W/HI-TECH TILE - _ COORDINATE W/TENANT. A6 •ASTROTURF, WC 1 FRP TO 10'(COLOR TBD.), P-1 ABOVE. TF 1 T-1 DALTILE: KEYSTONES, D208-SUEDE GRAY SPECKLE,2"x 2" T-2 4'/2 x 41/2 COVE BASE TO MATCH T-3 T-3 DALTILE: STYLE TBD, 0182-SUEDE GRAY,4"x 4"TILE. (48"A.F.F.AT SV-2 FLOORING AND 7'-0"A.F.F.AT T-1 FLOORING) T-4 DALTILE: BAY BRIDGE, MAINLAND-BB13,6"x24"PLANK. INSTALL IN I BRICKWORK PATTERN. GROUT:LATICRETE SPECTRALOCK PRO. JOB NO. 2160170.00 T-5 DALTILE: BAY BRIDGE, MAINLAND-BB13,6"x12"COVE BASE. PERMIT SET - AUGUST 2652016 C:1Uy� sersta� uocumentslluu-result P rojects e017uuu-ti hr i ramie corporate centern7 u-ts 1.1I vac=Corporate 8/25/2016 1:25:56 PM 1/8"=1'-0" r Center-V15-L.rvt I 0 0 0 4 0 6 O 8 9 10 Architecture . Interiors Planning . Engineering I I I I I I I I 225-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-O" 25'-0" 25'-0" 25'-0" / X X X X / jr / / Portland, OR I I I 503.224.9560 1 I I I I I I I I Vancouver,WA A - \ \ - `N INI IL Nin 1 s kaiiiiiis I I SW A 3 Seattle,WA 1 206.749.9993 I I I www.mcknze.com 1 1 MACKENZIE . ►' DESIGN DRIVEN CLIENT FOCUSED IIII _ B I \ Client kill II I I fl 11-06 cCO� 1 P II,L,..., 111 Ini 111111.111111 co 9®®■■!�Oir141-01,ai a ... ®■®i WORKOUT 1III I I♦®®�® I�■■ N 101 I 111r2Tgli I - 09-03 - EXIT VESTIBULE Project 123 I ■M Ilia B FIT PACIFIC I.0 _ib - + ■®■ CORPORATE CI - - - 4 - - - - I I — — — — — — — ■ ■�W —■■ \ GI CENTER nii al 15575 SW Sequoia Pkwy U I ®®®®® ® froTigard, OR 97224-7195 \� 2301 12 .0" I I I ■ 1 ■■ - - - - - - - ■■1 i_■■® ■ GO Mechanical/Electrical i ENTRY VESTIBULE I I I" ■ 116 PILA E®• RRE N 100 UNISEX MANAGER UNISEX STORAGE ® ®e to 1• 106 107 112 115 ®■ ® ® O o \ ]\\, I ` OMEN'S I Lto i OCKERgli I 11111 MitE FISH II 11 M . ■■ MI, at 102 _ ■■■ ��� ilinI` 117 (NiinMI a illiangin1 MIA/ , 111 i \ ■ W. ■■ ■■ ■ i'� G�NG tilliMil 0 , �,1 nill �� , s'-o, os-oB �'' ROO 1 t. SIM � I� �� ` �'� • WAWA . la .111.111111r al 118 CO \ \ - I III Al mpli pr i 40 I I UNISEX Llitillerilari'' IL-X1 —rif. L... . TELIO id i .S,WI OE= Min al �01-41- '� "O105 — 114 ®®®®Ermi. • Es CQ C� I I I I i L AirdtlIlaj.ln aim%walla isk,.......... .Liamm ........ krINEMINIrniMMINIMI _,:_.„ . \ • UNISEX ®■ GI ..,, —1, I 104 ®®®®■ �le OF d zo L MEM®® JANITOR t ®®■ " 20016 ALL RIGHTS NRESERVED 103THESE DRAWINGS ARE THE PROPERTY OF 4� —�®®�— ���1�� ‘110_l8ga MACKENZIE AND ARE NOT TO BE USED EXISTING UNISEX LOCKER ` 0 OR REPRODUCED IN ANY MANNER, ELECTRICAL UNISEX UNISEX ROOM MEN'S LOCKER WITHOUT PRIOR WRITTEN PERMISSION I I 108 111 110 109 113 Revision Schedule Revision Delta Issue Date Co© CTED CEILING PLAN A6.2 RCP LEGEND RCP GENERAL NOTESSHEET TITLE: KEYNOTES REFLECTED A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF 09-03 TENANT TO PROVIDE AND INSTALL PAINT AT CEILING OPEN TO STRUCTURE, P-5. CEILING PLAN WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. 09-08 EXTEND T-3 TILE ALONG UNDERSIDE OF HEADER. SEE SCHEDULE OF INTERIOR B. SUSPENDED ACOUSTICAL TILE CEILINGS AT 10'-0"±(EXISTING)AFF, UNLESS NOTED FINISHES ON SHEET A6.1 FOR FURTHER INFORMATION. OPEN TO STRUCTURE, PAINT P-500-00 KEYNOTE OTHERWISE. 11-06 CYCLE CASEWORK, COORDINATE WITH TENANT. C. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT, 23-01 TRANSFER GRILLE BY DESIGN-BUILD MECH. COORDINATE FINAL LOCATION SEE DETAILS 7/A8.2. WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. DESIGN-BUILD MECH.TO D. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS AND SIZE GRILLES SO THAT ALL DOORS WILL OPEN AND CLOSE WITH CORRECT ADA ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF 2x4 TILE, PRESSURES. SUSPENDED CERAMAGUARD TILE W/ALUMINUM GRID UNLESS NOTED OTHERWISE. 26-01 PROVIDE DIMMABLE LIGHT FIXTURES AND DIMMER SWITCH. COORDINATE W/ MFC: ARMSTRONG ROOM NAME r ROOM NAME E. COORDINATE ELECTRICAL REQUIREMENTS WITH TENANT. TENANT. TILE: FINE FISSURED CERAMAGUARD 60B,24"x48"x5/8" F. THE SUSPENDED CEILING DESIGN SHALL COMPLY WITH OSSC 1621, CISCA- GRID: AL PRELUDE PLUS XL ENVIRONMENTAL TEE SYSTEM, 101 -.1/---- ROOM NUMBER GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT-HUNG SUSPENDED CEILING • WHITE(WA),24"x48", ICBO NO:ER 5173 ASSEMBLIES-SEISMIC 3&4 AND ASCE-AMERICAN SOCIETY OF CIVIL ENGINEERS- . ASCE 7-02. G. ONLY EVALUATED/APPROVED SHOT-IN ANCHORS ALLOWED FOR USE IN SEISMIC SUSPENDED ACOUSTICAL TILE W/ALUMINUM GRID OVERHEAD INSTALLATION. CONTRACTOR TO SCHEDULE SPECIAL INSPECTIONS MFC: ARMSTRONG REQUIRED BY CODE IF USING SHOT-IN ANCHORS. - TILE: GEORGIAN 763,24"x48"x5/8" H. CENTER CEILING GRID AT ALL LOCATIONS. 1 I GRID: PRELUDE XL 15/16"EXPOSED TEE SYSTEM, I. WHERE EXPOSED STRUCTURE IS TO BE PAINTED, PAINT ALL EXPOSED DECKING, DRAWN BY: AJY/RMP :-. ;-,:..`•:,r., WHITE(WA)24"x48", ICBO NO. ER-5173 STRUCTURAL MEMBERS, DUCTS, CONDUITS,FIRE SPRINKLER LINES,CABLES, BRACKETS,AND OTHER EQUIPMENT EXPOSED TO VIEW. J. GC TO PROVIDE SUSPENDED ACOUSTICAL TILE. COORDINATE FINAL SELECTION(S) CHECKED BY: DW/CMV \ SUSPENDED ACOUSTICAL TILE W/ALUMINUM GRID W/TENANT. MFC: ARMSTRONG \ TILE: CLEAN ROOM V870,24"x48" SHEET GRID: PRELUDE XL 15/16"EXPOSED TEE SYSTEM, WHITE(WA)24"x48", ICBO NO. ER-5173 GYPSUM BOARD CEILING A6 .2 .•..,.. ... ...,.„ EXISTING EXTERIOR SOFFIT TO REMAIN JOB NO. 2160170.00 PERMIT SET - AUGUST 26, 2016 C:1Usermannuoeumentstluu-ttevlt ProlectsV215017U0u-n mu Pacltle corporate Centen77u-U H i Pacific Corporate 8125/2016 1:25:58 PM 1/8"=1'-0" Center-W 5-L.rvt FIN. FLOOR,ALIGN NOTE: 17, NOTE:HOTWATER AND NOTE: NOTE: NOTE: NOTE: XX I 15" 15" 22" 30"WIDE X 48"DEEP M• DRAINPIPES SHALL BE 7"MIN. X=36"MIN.IF Y=48"MIN.IF Y=54"MIN. Y=48"MIN.IF Q w MIN.CLR.REQUIRED INSULATED Y=60" DOOR HAS BOTH A IF DOOR DOOR HAS IN FRONT OF FIXTURE 14" > I 18 - 19" = COMPRESSED CARPET 1/4" M M X=42"MIN.IF LATCH&CLOSER HAS CLOSER iv lr MI 8 MIN. A Y=54" CLOSER MAX.BELOW THRESHOLD \ BlMIRR ."MAX, a WHERE OCCURS U J 0 4 •"MAX CONTROL VALVE ii -NL =i�F - gFLUSH X 54" vf______ \\\ \ \\���� Architecture = Interiors _ MIN. �XX \ INSIDE 2 2 I �:" 0 24 MIN. 24 MIN. _� .N--.._..- o Z \�� _ r-CD Tt \ _ TRANSITION BETWEEN FLOOR FINISHES HOOK Planning . Engineering F 7. \\\\\`\\\\\\\\\�\\\\\\\\\\\N'\\\\\\\\\ '.. A\\\\N\\\\NT`\\\NT 1 • • p �- �- } 2• W L 6"MAX. �►� ►�����m�v N DOM �r CV V 4211\Vv a��►a� aa.��r I V TOILET/URINAL 1 \ ACCESSIBLE URINAL VANITY DRINKING FOUNTAIN ACCESSORIES 2 N SEE DETAILS 5/A8.1 AND 8/A8.1 FOR ACCESSIBLE SEAT COVER AND TOILET PAPER 2 Portland,OR ACCESSIBLE TOILET DETAILS \ DISPENSER HINGE SIDE APPROACHES LATCH SIDE APPROACHES -11 503.224.9560 v _ �\\\�\\� �� \\ \ NUMBER Vancouver,WA \\\�\\\ ���� L J �- Dlsc 4 360.695.7879 MEN: (1)@ 3'-1"A.F.F. NOTE: THRESHOLD \___ Seattle,WA (1)@ 3'-8"A.F.F. X=12"IF DOOR HAS BOTH A `• 206.749.9 93 (2)@ 6'-0"A.F.F. CLOSER&LATCH \ WOMEN: (1)@ 3'-1"A.F.F. ® HOOK INSIDE ADA SIGN (1)@ 3'2"A.F.F. 24"PREF X (12"MIN.) www.mcknze.com \B/UNIT D o (2)@ "A.F.F. 0 18"MIN. , W 0 U I c (1)@ 3'-1"A.F.F. o F -� M AFir DC K EN Z I E . co ESIGN DRIVEN , CLIENT FOCUSED w 0 o - I I E COORDINATE WITH PLAN kr O a Z O ? - z_ Client N\NNVNN -\ \NNN 'N'' N\`XNN•NWN .N\\N \ . . \ . . • \ , . h I LEVEL CHANGES \ -- NOTE: { } ki41 JANITOR UTILITY SHELF HAND DRYER BABY CHANGING TABLE TRASH RECEPTACLE TOWEL BAR + HOOK ALL DOORS IN LCOVERS SHALL CLEARANCES APPROACHES COMPLY WITH CLEARANCES FOR FRONT APPROACHES. INTERIOR ELEVATION SECTION1-;:::: ::: 1 TYPICAL MOUNTING HEIGHTS 2 REQUIRED DOOR CLEARANCES 3 ADA THRESHOLD • 4 ADA LOCKER A8.1 COMPLY WITH OSSC CHAPTER 11 1/4" = 1'-0" A8.1 NOT TO SCALE A8.1 COMPLY WITH OSSC 1008.1.6 NOT TO SCALE A8.1 -TYPICAL, COMPLY WITH 2014 OSSC, CHAPTER 11 (11C/ANSI 117.1-2003) 3/4" = 1'-0" 40" LOCATED FLUSH GRAB BAR \ Co Z CONTROLS ON \\�, 12" 42" . '' WIDE SIDE OF \ 2'-8" CLR. I GRAB BAR FIXTURE TACCESSIBLEOILET(SEE �\\�\\\\\�\�\\\\�\\\\�\\\\\�\\\\\\\N MAX. MIN. 24"MIN. 12"MINS PLUMBING) \ MIN. \ MAX. A 27" �\ A\\\\ .\\\\\\\\\� A\\ ,� GRAB BARS W/GRIPPINGF \ KNEE SPACE Air- N\ SURFACE(TA-4) MAX. -� TOILET TISSUE DISPENSER \ \ o - Illm�� �� \ © \ \ \ -� Project - _ . , a, _ -&,- I I _ I I 16 \ io \ 17"MIN. M Z I TA-14 MIN. I to 9"0 /9„MAX B FIT PACIFIC z 8B fl) .y 'v z u_ \ ��� �- 11 I I CORPORATE O TIMOUNTING \ �' i b IllCENTER N- \ \ _ II I A SIDE VIEW A8.1 8A - �� I � � � o � U 1,I'' 2% MAX I � � V �� A -v Li. I 10k.Li. Jl I I 15575 SW Sequoia Pkwy \ o(7) 19 `'_ � i N �`� \ 6111 n(^� \\\� N ��/ 1s" / Tigard, OR 97224-7195 K 1 rte- 30"x60"CLR 1,- �- c \ I I \c 1 I FLOORSPACE I ( 6 \ 36" z 2 I\ I 00 - - - MAx % /L \ 10 I = . . I GRAB BAR \ N I I A8.1 - \ \ I MIN. 18" \ I I v `;, 1 al I 2'-8" LOCATE FLUSH CONTROLS ON WIDE M - \ PROVIDE 2'-8"x 4'-0" ,( / N C SIDE OF FIXTURE \ GRAB BAR \ � `]`����\����\� M \- SPACE ICLEAR FLOT OR / 4'-0" _ Mechanical/Electrical / \ DRINKING FOUNTAIN /I / \ o-UI'- ACCESSIBLE TOILET FOLDING SHOWER SEAT 30"MIN. 30" \ k• M \ _ I •L SEE PLUMBING SISPENCOVER VE @ 4' INSIDE F/FINISH / / \ ` i ) 2 to 60" 36"AFF SHOWER SEAT, COMPLY W/ \ \�-% / / ADAAG FIGURE 11B-2D,SEE CLR.TO WALL OR FIXTURE DETAIL 10/A8.1 RECESSED ALCOVE \ SINGLE ACCOMODATION PLAN (FORWARD REACH ONLY) NOTE: CONTROL WALL FRONT VIEW REFER TO 5/A8.1 FOR ACCESSIBLE B TOILET PLANS ACCESSIBLE TOILET PLAN 6 H.C. SHOWER CLEARANCES COKING FOUNTAIN CLEARANCES ACCESSIBLE TOILET ELEVATIONS A8.1 COMPLY WITH 2014 OSSC,CHAPTER 11 (IIC/ANSI 117.1-2003) 1/2" = 1'-0" A8.1 COMPLY WITH 2014 OSSC,CHAPTER 11 (IIC/ANSI 117.1-2003) 1/2" - 1'-Q" 8.1 COMPLY WITH 2014 OSSC, CHAPTER 11 (IIC/ANSI 117.1-2003) 1/2" = 1'-�" (i) 8. COMPLY WITH 2014 OSSC,CHAPTER 11 (IIC/ANSI 117.1-2003) 1/2" = 1'-0" `• ' 17"MIN. \ 10" B..MIN. r- - - -I \ 't - - \ NOTE:HAND DRYERS SHALL NOT A \ iii B/MIRK EXTEND INTO CLEAR FLLOR SPACE 1'-10"MIN. \ 1Ili • PM% \ iv 1'-11"MAX. Iill I ��� �� SHOWER SEAT \ I I 6.,\ O� s-2 \ / • • • • • 2 \ 0, i 2 6VINWOMENfirAdi • • • • \ \ :� \ �' • MERESTROOM U _ - 7. 1. I METAL STUD WALL PER PLAN ' cr \ o� g / \ tri I I SIDE VIEW I 1.1 PT MARINE GRADE3/4" - -vim<'� PLYWOOD BACKING \ L\ \ \\7 \ \\‘ \\\\\\ _I r - 1L MAX. 30 11111--. `ill 'E(,y cn C I \ � \\ \\ \\ =� , JT / ALL ACCESIBILITY SIGNAGE TO FOLLOW ANSI A117.1 CHAPTER 7. 18" \ I 4x10 PT BLOCKING SIDE REACH `1 ��. .i 0. MIN. = I I .0 • WHITE LETTERING ON BLUE BACKGROUND D CH \\\\ \\\\\ \\\ x a ;I • CHARACTER HEIGHT PER TABLE 703.2.4 . t--= �� w I I 48" 48" • MOUNT CHARACTERS AT 48"MIN.A.F.F.AND 60"MAX.A.F.F. PER 703.3.10 . #14x4-112"SS SCREWS / / I e LETTERS AND NUMBERS SIGN LOCATIONS (f IIS a I I - -- - 1. WIDTH TO HEIGHT RADIO BETWEEN 3:5 AND 1:1. 1. ALL ACCESIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. N I "SIMPSON"A34 CLIP W/ \ , "" Pi I #8 SCREWS TO STUD ATEACH END OF BLOCKING Nil' - - - - \ 3. SAN SERIF WIDTH TO BETWEEN 1:5 AND 1:10. 2. ADDITIONALDING REMODELED TOP OVIDEOACCE SABLE SANITARY FACILITIES IFOR PUBLIC USE SHALL 12)41 F 2 \ I I z h .I= L��� - SIGNS/PICTOGRAMS • HAVE INFORMATION POSTED IN THE LOBBY IN THE BUILDING DIRECTORY. I ' °' �+ � \ I 1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL SIGNS/PICTOGRAMS © MACKENZIE v \ `� I o DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE 1. STANDARD USED TO IDENFITY ACCESSIBLE FACILITIES. 2016 ALL RIGHTS RESERVED L 30"MIN. \ "' 6"MINIMUM HEIGHT. 2. WHITE FIGURE ON BLUE BACKGROUND. COLOR#15090 ON FEDERAL STANDARD 595A. THESE DRAWINGS ARE THE PROPERTY OF �f 1"-1 1/2" \ ��� 2. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE CONTRASTING COLORS. 3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY MACKENZIE AND ARE NOT TO BE USED \ \ '1•- i 3. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE BE APPROVED. OR REPRODUCED IN ANY MANNER, PLAN VIEW I 1'-3"MIN. - I I \ J \ ROOM OF SPACE WHERE A PERSON MAY APPROACH THEY DESCRIBE AND AT 60"A.F.F.TO SIGN WITHOUT PRIOR WRITTEN PERMISSION - - - - J ,( ,( NOTE: , ` =� CENTERLINE AND WITHIN 3"OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS. BRAILLE \ 1'-4"MAX. SEAT SHALL BE LOAD TESTED �\ 4. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEAD ROOM OF 80"REQUIRE 1. USE CONTRASTED GRADE 2 BRAILLE DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. FOR 420 LBS. \\ \ MINIMUM 3"CHARACTER HEIGHT MEASURED BY USING UPPERCASE"X". CHARACTERS AND 2. 0.2 INCH SPACE BETWEEN CELLS. \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� NUMBERS SHALL BE SIZED ACCORDING TO VIEWING OF TRAVEL DISTANCE FROM WHICH READ. 3. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. Revision Schedule STANDARD WALL HUNG LAVATORY FORWARD REACH Revision Delta Issue Date 9 WALL HUNG LAVATORY 10 H.C. SHOWER SEAT BLOCKING 11 ACCESSIBLE CLEAR FLOOR SPACE 12 SIGNAGE A8.1 1/2" = 1'-�" A8.1 1" = 1'-0" A8.1 COMPLY WITH 2014 OSSC,CHAPTER 11 (IIC/ANSI 117.1-2003) 1/2" = 1'-0" A8.1 1" = V-0" COMPLY WITH 2014 OSSC,CHAPTER 11 (IIC/ANSI 117.1-2003) rc-- SIGN STAIRS: EXIT SIGN SHALL BE LOCATED AT EACH FLOOR PROVIDE AT ALL GROUND LEVEL LANDING IN THE STAIRWAY-THE LEVEL EXTERIOR EXIT DOORS BOTTOM OF THE BRAILLE SHALL BE 4'-0" \ '"`0 J (LABELED AS"E') n _,. 2 MINIMUM ABOVE THE FLOOR OF THE I 1 v o STAIRWAY LANDING AND SHOULD BE SHEET TITLE: PAINTED AND PLACED ADJACENT TO v cob FINISH FLOOR LEVEL ACC ESS I B I LITY DOOR (TYP.). / I SIGN D ETA I LS 12' \ STAIR NO.X / ROOF ACCESS 1"LETTERS 3 - 5"LETTERS • PROVIDE AT ALL EXIT ACCESS 1"LETTERS EXIT DOORS FROM AN INTERIOR AY OR \ B THRU x CORRIDOR(LABEROOM TO A `LED AS"ER") ROUTE _ • PROVIDE AT ALL EXIT ACCESS . DOORS LEADING DIRECTLY \ •• TO A GRADE-LEVEL EXIT BY MEANS OF STAIRWAY (LABELED AS"ESU"OR"ESD" z 2 BASED ON DIRECTION) ROOM NAME .. ROOM NAME OCCUPANCY: gDRAWN BY: AJY,ATM OCCUPANT ROOM NAME AND MAX OCCUPANTS PER co CAPACITY MAX#OCCUPANTS OCCUPANCY TAGS LISTED ON T2.1 v PERSONS \ \ CHECKED BY: DW/CMV FINISH FLOOR LEVEL I 1 SHEET A13STAIR / OCCUPANCY SIGNAGE 14 TACTILE EXIT SIGNS 8 . 1 A8.1 NOT TO SCALE A8.1 3" = 1'-0" I 1 JOB No. 2160170.00 PERMIT SET - AUGUST 26, 2016 I C:IUsers ajYwocumentst'Iuu-Itevit rrolectst['Is017Uuu-is ri I Pacific Corporate c:entermo-!s mi ram=Corporate 8/25/2016 1:26:00 PM As Center-V15-Lrvt indicated TRACK BLOCKING W/1 1/2"FLANGES.SIZE&GAGE WALLS INDICATED ONE HOUR RATED ON PLANS TO MATCH STUDS.LOCATE IN EVERY 4TH SPACE PROVIDE UL DESIGN#U465.THROUGH- EXISTING ROOF STRUCTURE / 362S125-30 STUD BRACING TO FOR STUDS @ 24"OC,&IN EVERY 6TH SPACE FOR PENETRATION FIRESTOP SYSTEM C-AJ-1302. i' ROOF STRUCTURE AT 8'-0"O.C. \ i STUDS @ 16"OC,&@ EACH END OF WALL. LIMITING WALL HEIGHT TABLE - �' W/(2)#BSMSATEACHEND. a n 1 ' BRACING REQUIRED WHERE N } (SS-2),TOP CAP INTERIOR NON STRUCTURAL COMPOSITE WALLS L240 @ 5psf 2"DEEP TOP TRACK TO BEAM DISTANCE BETWEEN - PROVIDE 112"DEFLECTION SPACE , A PERPENDICULAR WALLS OR • DESIGNATION SPACING MAX. WALL HEIGHT HORIZONTAL BRACING EXCEEDS Ail '�'� 0 80"o.C. CLEAR SILICONE SEALANT LT METAL STUD 44/\ I 362S125-18 24" 13'-5" MAIIIW _______��� �'� _ 4 r EACH SIDE Architecture . Interiors PER TABLE r���'�'^ �� NA - , , , 362S125-18 16" 14'-4" � 111 I .- (2)6"33-MIL METAL STUDS Planning $ Engineering ,,{ STUD TRACK SHTG AS OCCURS I;>i 362S162-33 16" 16'-5" f 1 4 al'� 1111 METAL STUDS AT 1'-4"O.C. f 362S162-43 16" 18'-0" V . I :-i / I ' 16" " Z ,� SOUND ATTENUATION INSULATION1 5/8"FIRE RESISTANT PLYWOOD 600S162-33 24-6 IAs occuRs EA. FACE < v • o Portland, OR „,: ' INTERIOR NON STRUCTURAL COMPOSITE WALLS = 518"TYPE"x"GYP BD.EACH SIDE B/CEILING VARIES I I -- 3 5!a"33-MIL METAL STUDS @ 503.224.9560 ' WITH CERAMIC TILE FACING U360 @ 5psf 1ii1I couver,WA04* SLI0.695334114RCAT 1 .:,:irritiriti SATCEILG / / eattle, WA206.749.9993 wwwnzemm18 MIL:Q"CONT GALV STEEL FLAT STRIP SIDE GAIN STIR SEALANT EACHW SIDE AGAINST TRACKWALL PER PLANSt 4 NO SEALANT AT SIM COND. ,i � .� / I I / M A C K E N Z I E _, 1:• / I I BOTTOM TRACK, SEE DETAIL DESIGN DRIVEN CLIENT FOCUSED '� EXISTING SLAB CONT.ACOUSTIC SEALANT 3/A8.2LAFOR CONNECTION TO , EACH SIDE AGAINST TRACK. I Client ' WALL TABLES ARE BASED ON WALL SHEATHED BOTH SIDES FULL HEIGHT WITH 1/2" II X NO SEALANT AT SIM COND. - BASE AS OCCURS NOTES: GYPSUM BOARD ATTACHED WITH#6 SCREWS MIN.AT 12'-0"O.C. MAX. ' Q I 1. INSTALL BRACING ROWS @ 3'-0"OC;VERT SP, , / 2 2. UNO.UNO,INSTALL STRAP ON SIDE W/NO SHTG AT , / Fv 1,.' r 1 L '-1 killill LOCATIONS WHERE SHTG IS ON ONE SIDE ONLY. INSTALL I, �II `� \ STRAP ON BOTH SIDES WHERE NO SHTG IS PRESENT. >.i _ /1 - BOTTOM TRACK TO FINISH CONCRETE FLOOR W/POWDER DRIVENC:: ::11440 1 STUD WALL LATERAL BRACING 2 WALL HEIGHT TABLE 3 FULL HEIGHT WALL 4 WALL AT CEILING TRANSITION 5 PARTIAL HEIGHT WALL A8.2 NOT TO SCALE A8.2 A8.2 3" = 1'-0" A8.2 3" = 1'-0" As.2 3" = 1'-0" FLOOR OR ROOF STRUCTURE0. BERG 2 8"MAX. 8'-0" MAX. I POP RIVET RUNNER TO 7/8"WALL ANGLE AT 2 ADJACENT CLIP 0 / (-----. WALLS, FASTEN CLOSURE ANGLE WITH#6 SCREWS • EXISTING STRUCTURE; I DIRECTLY TO WALL FRAMING OR PROVIDE STRUT CONTRACTOR VERIFY SIZE,SPACING AND `. WALL AS OCCURS, SEE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER 0/0 3/4 LOCATION OF EXISTING ROOF FRAMING PARTITION TYPES ADDITIONAL#12 WIRE SUPPORT AT ALL MEMBERS P1346 WITHIN 8"OF PERIMETER '_ BERC 2 CEILING SEE ELECTRICAL DWG. FOR LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION a CLIP TILE IL 7 _ CONNECTIONS STRUT AT 12'-0"OC EA WAY a `"'N\ o """"""" .2,,, It*EIE - _ `a � J COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB 8 a 1--1- .IN T - (2)3/8"0 LAG SCREWS W/1'/i' I II ; I I EMBED MIN., PROVIDE 2'/z'MIN. Project N. STABILIZER BAR - _ EDGE DISTANCE, BY DMX r, 1 r �7/8" HEADER TABLE FOR METAL STUDS I N\ "ATTACHED WALL" ` a 4°$ "UNATTACHED WALL" 3/8"0 THRU BOLT, DBL NUT AT BOTTOM FLAT PANEL TV PER PLANS, B FIT PACIFIC a W wI _I COORDINATE POWER LOCATION SPAN ASSEMBLY 1OO If. > (2)P1000 UNISTRUT CORPORATE WITH ELECTRICAL DWGS. UP TO 4-0 3 5/8 BOTTOM TRACK / F-JZ CEILING EDGE AT WALL NTS CEILING EDGE AT WALL (4)3/8"0 BOLT W/ NUT, CENTER I O NOTE: FOR UNATTACHED WALLS PROVIDE A 1/2" O `I TYP. BY DMX • i i j ,�' 15575 SW Sequoia Pkwy 4'-0"-6'-0" (2) 3 5/8"33 MIL STUD BOXED HEADER O TO 3/4 GAP BETWEEN EDGE OF ANGLE AND CLIP \ Z Tigard, OR 97224-7195 ' -DO NOT SCREW BERC 2 CLIP TO TRACK 4 3/8"0 BOLT W/NUT D 9 6'-0"-10'-0" (2)6"33 MIL STUD BOXED HEADER I I ( ) 10'-0"-14'-0" (2)8"33 MIL STUD BOXED HEADER ( _ _ TABLE MAX. LEGNTH 1/2"DIA CONDUIT(EMT) 5'-10" i T/MIRROR 14'-0"+ PROVIDED AS SITE SPECIFIC DETAIL " J CROSS RUNNERS FIT BETWEEN MAIN RUNNERS i. 8"MAX 3/4"DIA CONDUIT(EMT) 7'-8" 3S 0 0 o Qo 0 0 0 o C C o o .� I,I ` (/ MAIN RUNNERS AT 4'-0"OC SUPPORT 1" DIA CONDUIT(EMT) I 9'-9" � 6'-0"MAX WITH#12 WIRE AT 4-0"OC OR WITH \ \ O Mechanical/Electrical *MAX DEFLECTION ALLOWED=U240 #10 WIRE AT 5'-0"OC EA WAY SGL 162S125-33 MTL STUD 12'-0" - PROVIDE BLOCKING, **VERIFY MSMA LOAD TABLES (1-5/8"x2OGA) Z LT; D, o o o (:) o o c o Io < o o c;', COORDINATE LOCATION WITH LATERALLY BRACE MAIN RUNNER TO BACK TO BACK 162S125-33 15'-0" W • • - PRO AV STRUCTURE AT 12'-0"OC EA WAY. NOTE: 5) w \ : MTL STUDS(15/8" 20GA MIRROR,SEE PLANS FOR NOTE: BEGIN BRACING WITHIN 6'-0"OF - x ) PROVIDE SEISMIC o ALL GRID MEMBERS AND PERIMETER AND 2"FROM CROSS SGL 250S125-33 MTL STUD 13'-6" SEPARATION JOINTS IN LOCATIONS CONNECTION DEVICES TO BE OF AN MEMBER CEILINGS GREATER THAN FLANGE APPROVED TYPE AND HAVE A 180# (2-1/2"x20GA) • 2,500 SF. PROVIDE HEAVY \ CAPACITY.ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG BACK TO BACK 250S125-33 15'-0" DUTY GRID SYSTEM. . WIRES TO HAVE A 200#CAPACITY. STRUCTURE. TRAPEZE DUCT WORK - L AND OTHER LARGE OBSTRUCTIONS MTL STUDS(2-1/2"x2OGA) • *ALL EXPOSED WIRING TO BE PAINTED BLACK. SIDE VIEW TOP VIEW 6 METAL STUD HEADER SPANS 7 SUSPENDED CEILING BRACING 8 TV MOUNTING DETAIL 9 WALL MOUNTED TV A8.2 A8.2 12" = 1'-0" A8.2 NOT TO SCALE A8.2 1" = 1'-0" �A ��z V. $N. _ 4 (1)3!8"SIMPSON TITEN HD IN I .. • -4. '4 1, I EA. BENT PL :7 I I Op ,:, \ i I / rn 2., 1..MIN. ,� ~e0.. QO WAINSCOT, SEE I I � - 4 ,I p_o, ,,+ INTERIOR ELEVATIONS j j I I /. 0x2/� THIREADED T/HEADER �► �. ::I ROD AT 2'-d"O_C, FOR r Fa I I / ? • 13'-4"A.F.F. ATTACHING METAL > ALUMINUM TRANSITION STRIP J o _ �; 12f31/(- • w I I STUDS N k I >._ SHOWER PARTITION AS U , M c! #` d • OCCURS u w C) I I TS 2x2x/. - - /" 1 ii p , - _ b I I METAL STUDS PER N �� 1 ' 1/2"THRU BOLT IN 2 VERT. l- ,,...E.,::',:, __ C7 �- WALL DETAILS ( SLOT HOLE .r.: TILE,SEE SCHEDULE OF w O N I I rap N INTERIOR FINISHES = Z / li cc Q I I (2),�"0 TITEN HD W/ �y SEALANT / 4"EMBED cv / BENT 1t1/4"x4"x3"xREQ, r�, TO COORDINATE t EA.SIDE OF HSS �� ' 7,41;46, CONCRETE CURB W/#4 x o L I I I (GC ',- O O \ REQ D SPECIAL - N j - WALLAS OCCURS �N - CONTINUOUS O I- - - 41 3z B/HEADER . :::::......,:„ INSPECTIONS IN � i+ � ' \ l ' r U W • I I ESRACCORDANCE WITH II '-^-•"w 12'-0"A.F.F. ••.•t t9,OREGON REPORT) D COVE BASE,SEE FINISH PLAN = I I 1 3/4" 1 314" O / ,� / • #4x8"DOWELS @ 24"O.C.OR I 1 1/2" %. / I 0 c-2"CLR OF Q EPDXY RESIN BASED BONDING I �/ / 3 1/2" - - � � SYSTEM,ASTM C881 TYPE V / I I I PROVIDE CONTINUOUS BACKING , , ��,-�'n f< GRADE 2. INSTALL PER MFR R 3/x8 x/ ! © MACKENZIE `tr I I EXISTING BRICK VENEER RECOMMENDATIONS TO CLEAN \ I I ti� <:'^ SUBSTRATE 2016 ALL RIGHTS RESERVED • Z EXISTING CONCRETE HEADER THESE DRAWINGS ARE THE PROPERTY OF j#: __7 '{;� ORREPRODUCEDIN ANYMANNER,MACKENZIEAND ARENOTTOBE USED `.` N ONT WITHOUT PRIORWRITTENPERMISSIONOTE' EXISTING STOREFR I I. '' ` ••� ' ' \ • LOCATE SUPPORT AT ALL WINDOW SYSTEM CORNERS AND ENDS OF LOW 0'-6 1 WALLS. } • SPACING IN WALLS NOT TO I � Revision Schedule EXCEED 8'-0"O.C. i HSS 4x4x1/8 AT 15-0 O.C. MAX Revision Delta Issue Date I 10 COVE BASE 11 SHOWER CURB 12 PARTIAL HEIGHT WALL BRACE • CLIP HEADER ASSEMBLY A8.2 6" = 1'-0" A8.2 3" = 1'-0" A8.2 3" = 1'-0" W!10 GA 4"x4"CLIP AND N (3)#10 SMS EA. LEG AT HSS. +- + + U AT EXISTING CONCRETE END 8 -0' MAX CONDITION, USED(3) POWDER + T/FURRING WALL DRIVEN FASTENDERS j m 00 / / i _ SEE DETAIL 3/A8,2 FOR I 9'-0"A.F.F. TYPICAL CONNECTION TO #10 SMS EA. STUD, EA.SIDE i ROOF STRUCTURE ) 400S200-54 EXISTING EXTERIOR I poor' - . P1346 EXISTING STRUCTURE; STOREFRONT OPAQUE WINDOW CONTRACTOR VERIFY SIZE . I~, - €4 Pte"" 7 I FILM TO HIDE BACK I 400T350-54 EXTERIOR NEOPRENE GASKETI 4005162-33 AT 24"O.C. I SPACING AND LOCATION OF (. '' , OF STUDS I .., I EXISTING ROOF FRAMING EXISTING P.T.4x6 • CENTER ON HSS SHEET TITLE: r!� r TT sir _ i ` METAL TRIM TO MATCH 12'-0"A.F.F. SOUND ATTENUATION II \ DETAILS STOREFRONT SYSTEM '11 ' 4 I LAG SCREWS W/1'/2' / INSULATION AS OCCURS 5/8'GYPSUM BOARD FINISH (- Ili IN. BY DMX n,, _ I I I BLACK COMPRESSIBLE FOAM • +1 0'-2 METAL STUDS AT 1'-4"O.C. N X00 UNISTRUT ACOUSTICAL TAPE 11 � iWI 1/8", � � '. NOTE: I I 5!8"TYPE X GYP BD., MIRROR NOT SHOWN FOR 1 Z I!I INTERIOR ONLY I 1/8" CLARITY FAN MOUNTING BRACKET BY EXISTING BRICK VENEER FAN MFR. CONNECT PER MFR INN RECOMMENDATIONSI 7 OPAQUE WINDOW FILM o VENT PER PLAN LEGEND EXISTING CONCRETE HEADER TO HIDE BACK OF ,-/�, STUDS F'I DOWN ROD PROVIDED BY FAN 1/4"x4"x10"W/(2)3l8"ID I' MFR. EXISTING STOREFRONT Ni TITEN HD W/2 1/2"EMBED 1 END CAP TO MATCH EXTERIOR WINDOW SYSTEM STOREFRONT (GC TO COORDINATE REQ'D INTERIOR "IT SPECIAL INSPECTIONS IN NOTE:AT EXISTING SILL WALL, ACCORDANCE WITH ESR SISTER STUDS TO EXISTING 1--j- " -fC:11‘-1--L--1L-14.s V° SUSPENDED CEILING AS FULL HEIGHT WALL,PER PLAN • REPORT) STUDS WITH#10 SMS AT 6" OCCURS I + A I f ; + 1 O.C.,STAGGER ALONG FULL • • I I I + SILL WALL HEIGHT DRAWN BY: AJY -41ESCUTCHEON TO MATCH CEILING GRID I ' VENT PER PLAN LEGEND + I . I j, + A HSS BASE CONNECTION, CHECKED BY: DW/CMV ��_ _ ...! � SEE DETAIL A _� -„,1__ V�. I I Y -_-- ! ____._ SHEET CEILING FAN PER REFLECTED . CEILING PLAN .... ....... SEE DETAIL 3/A8.2 FOR TYPICAL CONNECTION TO FLOOR SLAB FAN 13 CONNECTION 14 WALL AT EXTERIOR STOREFRONT 15 FULL HEIGHT WALL AT STOREFRONT 16 PARTIAL HEIGHT WALL (9' AFF) A8 • 2 A8.2 1" = 1'-0" A8.23" _ N 1/2" _ " 1/2" II - 1 -0 A8.2 1 - 1I-0 A8.2 1 = 11-0 JOB No. 21 60170.00 PERMIT SET - AUGUST 26, 2016 CaUsermajytuocumentsti'i W-Kevn t•rojectslzl60170uu-ti i-i I vacs=corporate centerh70-t3 H I racmc Corporate 8/24/2016 3:56:50 PM As - Center-V15-Lrvt indicated • 0 HSS 5x5x1/8 COLUMN HSS 5x5x1/8 COLUMN BOX HEADER ASSEMBLY I - APlanning rchitecture Engineering Interiors / 4 ,..1 } . . A8.3 ti 8'- 10" 5'-0" rtiV; . I 1 / • / -iTi- srPortland,OR 1/8„/ I , - 503.224.95 . ±0 ( Vancouver,WA :' 1 { { ( 360.695.7879 P.;..L''‘'..na4. ,,,,,„J " Y � S3-04 L 2x2x3/16 LEDGER .4 FA171 - - - - - - - - - - 0 206.749.9993 PL 3l8xREQ { { { W/(2)#10 SMS Seattle,WA / 084.1-0:-! VA.. 3 Rq AIIIM 1 01-07 S3-03 S3-01 A8.3 A8.3 A8.3 0 (2)3/8"O TITEN HD ANCHOR www.mcknze.com -�/ TYP. W/2 1/2"EMBED { :� ASSEMBLY, SEE DETAIL- METAL STUD BOX DER 6/A8.3 1/8" MACKENZIE (GC TO COORDINATE REQ'D „--, • I C9-i SPECIAL INSPECTIONS IN ( ! DESIGN DRIVEN t CLIENT FOCUSED ACCORDANCE WITH ESR 1 I - 1 REPORT) { Ei Client � - e 4 EQ EQ ,, ( HSS 5x5x1/8 COLUMN kill `� GYPSUM WALL BOARD, :Nik:Wr'1,1 ! I LINE OF SILL WALL ABOVE WHERE OCCURS Li\ .! ° M ti ti ti ti ti cri c? r M x,..: r�a,��.. f/� O O 1:::::::: :::1 O Cl) O O 4) I S3-03 CO COLUMN BASE CONNECTION 3 HEADER-COLUMN CONNECTION PLAN 4 HEADER-COLUMN CONNECTION SECTION144 -- . 8.3 3" = 1'-0" A8.3 3" = 11-0" A8.3 3" = 1'-0" "�_ S3-01 F a:4444.1 S3-01 400T200-43 TOP&BOTTOM TRACK 12 µ • • \ �' \\............... A8.3 HSS 5x5x1/8 COLUMN, EA.CORNER 2'O.C. i -i I� #10 SMS AT S3-03 S3-03 PRIMED AND PAINTED, VriiiiPROVIDE ALTERNATE , j TO WRAP W/MATCHING 600S125-43 STUDS `�- STOREFRONT 1 ` '"' ' cr.? M M M M M M cn M M I:---.I I 1 1. " I' M M M cam') M M M M Cr.) M S3-03 cn cn Cl) cn cn cn cn in- cni ` Project f o 0 0 o O O o o O o c z EXISTING METAL STUD m coo coo coo coo coo B FIT PACIFIC 1 / A8.3 • I i CORPORATE �, • CENTER BOX HEADER A 15575 SW Sequoia Pkwy 14 1. Tigard, OR 97224-7195 isiiiiII A8.3 • , - A mi.:: S3-03 4AlCk S3-02 S3-01 1 I A8.3 TYP. STOREFRONT WINDOW Mechanical/Electrical • / -1\1\ „� 16'-6„ Aisi::-_- ,, c. 16 GA BENT PL W/(4)#10 SMS, /v_ TOP AND BOTTOM LINE OF FINISH WALL BELOW 1 ENLARGED VESTIBULE PLAN B • A8.3 5 STOREFRONT-COLUMN CONNECTION PLAN 6 BOX HEADER A8.3 3" = 1'-0" A8.3 3" = 1'-0" N KEYNOTES ,4 t QPr , % G ? 01-06 PARTIAL HEIGHT SILL WALL(4'-0"AFF),SEE DETAILS 13/A8.3 AND 15/A8.3 FOR .* ,z /1 4r 4.,# . FURTHER INFORMATION. GYPSUM BOARD FINISH I- 5308 01-07 EXISTING METAL STUD FURRING WALL METAL STUD HEADER ASSEMBLY, S3-01 HSS 5X5X1/8 COLUMN // SEE DETAIL(INSULATE INSIDE OF HEADER) �.�:I'�:r MI �' ° ''4 S3-02 600S137-43 CEILING JOIST AT 18"SPACING,O.C. \. REMOVE EXISTING TRACK, KICKER 8 Q�~ '� S3-03 BOX HEADER ASSEMBLY, SEE 6/A8.3 FOR FURTHER INFORMATION. rd. �► STUDS AND SOFFIT CEILING �% , '`' S3-04 EXISTING CONCRETE HEADER BEAM i EXISTING CONCRETE ' ' \ D. tem' _ a TILT-UP PANEL ` • ,..,, „ { 16GA BENT PL W/(4)#10 SMS ,, ,' JOIST PER PLAN EXISTING BRICK VENEER 1111 MI ‘,.. FIBERGLASS BATT INSULATIONI reetz03: 12/31/ (.1:i .,,, .„ ... \ OVER ENTIRE VESTIBULE CEILING 1 NB ',;,-, ---- , --., , - . -,-,\ \ \ \ \ W/VAPOR RETARDER pyo• i • , `� BOX HEADER PER 6/A8.3 N EXISTING CONCRETE famitm A. f HEADER17 o / SEALANT(EACH SIDE) I T T T T T T �► T T �I r- OP SHIM AS REQUIRED OF WORKOUT VESTIBULE iiiii 12'-0"A.F.F. ' I I FLOOR FASTEN W/(2)POWDER © MACKENZIE DRIVEN FASTNERS, EA.CLIP GYP BD.CEILING 2016 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF '� ' - \\N SEALANT(EA.SIDE) MACKENZIE AND ARE NOT TO BE USED I l I - STOREFRONT WINDOW SYSTEM 10 GA GALV CLIP, EA. SIDE OF OR REPRODUCED IN ANY MANNER, BOX HEADER 1 WITHOUT PRIOR WRITTEN PERMISSION I ; r 1 r SHIM ' 1 I I I ( (NEW)EXTERIOR GYP BD.SOFFIT. Revision Schedule ''' ::' � �����I���������������l�����I F IP �.1 � _ '4'1 I gh 1 I rii.r�������������� ��������������������� 1 MATCH EXIST BUILDING STANDARD - EXTERIOR STOREFRONT WINDOW SYSTEM 1 - = 1 A8.3 W I I A8.3 Revision Delta Issue Date l l 1 lir 1 J AN il li 11 STOREFRONT HEADER 12 BOX HEADER @ EXISTING HEADER (AT RECESSED ENTRY) A8.3 3" = 1'-0" A8.3 1 1/2" = 1-0" A8.3 ti i ; EXTERIOR STOREFRONT WINDOW SYSTEM 1 - EXISTING CONCRETE / ,,,,.-? TILT-UP PANEL METAL STUD w/#10 SMS @I STOREFRONT WINDOW SYSTEM 6"O.C. SHEET TITLE: WORKOUT VESTIBULE EXISTING BRICK VENEER- SEALANT(EACH SIDE) ENTRY - FLOOR r � EXISTING CONCRETE HEADER VESTIBULE SHIM AS REQUIRED SEALANT(EACH SIDE) L --------------_ EXISTING P.T.4x6 DETAILS 1 - %=. .) - \ 10 GA GALV CLIP, EA. SIDE / ' ® 1 IL _ I ® L-METAL,TYP)4'-0"A.F.F. / t OF BOX HEADERri. ,I 1 ® ISI J I ® Al rzi- ,--'-' / s 1 BOX HEADER ASSEMBLY, �O j a.. .,i: ,, EXTERIOR Z- SEE DETAIL 6/A8.3 DOUBLE TOP TRACK 4-: • j1:1 1 GYPSUM BOARD FINISH 1 / � ' EA. FACE IP `4 METAL STUD WALL 12'-0"A.F.F. �-;' ]Yell an - I I f ;ti HSS 2x2x1/4 POST AND DRAWN BY: AJY GYP BD. CEILING R3'/"x8"x'/±',SEE DETAIL HSS SUPPORT AT STOREFRONT INTERIOR 12/A8.2 FOR TYP.CONNECTION JAMB, PER DETAIL 15/A8.3 (2) 1/4"SIMPSON SDS, \\ (2)#10 SMS, EA.CLIP TO SLAB CHECKED BY: DW/CMV EA.CLIP I ,� SEALANT(EA. SIDE) SILLLTWALL SEE DETAILSAL HEIGHT METAL SHEET(SHEET P13/A8.3 SHIM 7 WALL SECTION $ WALL SECTION 9 WALL SECTION 10 WALL SECTION 13 STOREFRONT SILL 14 BOX HEADER @EXISTING HEADER 15 SILL WALL SUPPORT AT STOREFRONT JAMB A8 . 3 A8.3 1/2" = 11-0" A8.3 1/2" = 11-0" A8.3 1/2" = 11-0" A8.3 1/2" = 11-0" A8.3 3 = 11-0" A8.3 1 1/2" _- 1 -0 A8.3 3" = 11-0" t 1 JOB NO. 2160170.00 PERMIT SET - AUGUST 26, 2016 I C:wserstatytuocumentsnuu-newt rrojectst21b017uuu-u riit racmc corporate centenu-ts n i racmc Corporate 8/24!2016 3:56:52 PM As Center-V15-L.rvt indicated