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Plans (6) BU P2018-00353 z a o `u1 iii Crl co 'JAN Q. I I is g..... . ., , pth,,,,,,,,, ot,, GOF I .. tf)*r' ',Io. 4268 SCHOLLS BUSINESS CENTER BLDG R I RECEIVED DEC 272018 CITY OF TIGARD BUILDING DIVISION SPEC SUITES R 2A gc R 2B " TM Ankrom Moisan 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 T 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 T 206.576.1600 SHEETINDEX 1014 HOWARD STREET BUILDING/ CODE INFORMATION T-0.0 COVER SHEET T 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. GENE RAL NOTES OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION � � _ v.v. 4 S�II� �� �4 I T-1.0 LEVEL 1 &2 DEMOLITION PLANS T-2.0 LEVEL 1 &2 FLOOR PLANS CONTRACTOR INFORMATION CONSTRUCTION TYPE: VB ce " �a SPRINKLERED s7. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS Y. ��3 SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. BUILDING HEIGHT BUILDING OCCUPANCY: 2 FLOORSB 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. ` 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND - WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. TENANT IMPROVEMENT SQUARE FOOTAGE: 15,478 RSF(R 2a)&11,421 RSF(R 2b) '< 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR UPON COMPLETION OF CONTRACT. 6. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT " PRIOR TO CONSTRUCTION. DEFERRED SUBMITTALS -#', ' 7. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE , ,1 :AC -._ CONTRACTOR. :•: 8. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED *11114 i :. • AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. THE GENERAL ELECTRICAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL r„,,,,, , ,4., e WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. MECHANICAL 9. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE: - PLUMBING GENERAL NOTES CODE INFORMATION "-......is oite. ,....--; lof. - :P.,1, . E,,o.pNG R E: ,., . FLS/SPRINKLER zloty/ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. ' ‘4, 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER E -,o d ,. . FMO. - 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES AND • °� • ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. . • 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS ..s - y TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA ADA UPGRADES SUMMARY _ WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. , 5. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS ` _ 447.241 STANDARDS FOR RENOVATION,ALTERATION OR MODIFICATION OF - Pk OR REQUIRED BY CODE OR BUILDING OFFICIALS. DESIGNATED Q CERTAIN BUILDINGS; BARRIER REMOVAL IMPROVEMENT PLAN. . 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS, THE INTERNATIONAL BUILDING �'' imwt, ,.n -` , 447401- A CODE,AND THE INTERNATIONAL FIRE CODE. 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY 4. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE UNDER THIS CODE 2014 EDITION, SECTIONS 1006 AND 1011. SECTION, PRIORITY SHALL BE GIVEN TO THOSE ELEMENTS THAT WILL 08. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING PROVIDE THE GREATEST ACCESS. ELEMENTS SHALL BE PROVIDED IN WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS REQUIRING PROTECTED OPENINGS THE FOLLOWING ORDER: VICINITY MAP SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON STRUCTURAL SPECIALTY CODE 2014 EDITION. A. PARKING; NTS PROJECT PROJECT SITE COMPLIES B. AN ACCESSIBLE ENTRANCE; _0 PROJECT SITE COMPLIES N C. AN ACCESSIBLE ROUTE TO THE ALTERED AREA; 06 PROJECT COMPLIES ru N D. AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE UNISEX RESTROOM; Li) LLI AREA O F WORK PROJECT COMPLIES oe D E. ACCESSIBLE TELEPHONES; W VI N/A C� Z F. ACCESSIBLE DRINKING FOUNTAINS; AND z Y-- 7....mium\ PROJECT COMPLIES LI.I — (=��-�-� -.. � n •• °� �" G WHEN POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS LA D DITI � ��� STORAGE AND ALARMS- / CC) PROJECT COMPLIES , ,- w N , ' / r 1 L......................„ / ://r ' ;"IIIIMa. u Z MM:111 "".' Wi• • PROJECT TEAM ; z o w1.• ill r°/ ° - BUILDING ADDRESS 10450 SW NIMBUS AVENUE- BUILDING R, O Q D 3 .. ` `. •- , SUITES R 2a & R 2b 0 J V7 ._. �/ PORTLAND, OREGON 97223 W . .. — , _. _ OWNER/ LANDLORD KG INVESTMENTS (1) .— Lon f ► r. �,.w €. • W--W-. i / °T y'il 10240 SW NIMBUS AVENUE, SUITE L3 f ii PORTLAND, OREGON 97223 �, 1 ,."`` ,,,,,,/ CONTACT: KYLE LATTA 11,,•-•N t4 PHONE: (503)245-7100 r\ / / / i --"oo• rif,/,,, #f FAX: (503)245-7710 REVISION DATE REASON FOR ISSUE _-_-- ARCHITECT ANKROM MOISAN ARCHITECTS, INC. 004 ;r w oil ,--#,, ;' _ ,s.,:-_�� 38 NORTHWEST DAVIS, SUITE 300 ;� ::::; • . ,,:,,'' (' PORTLAND. OR 97209 �, � .._-:..1 is - %�_-- , a) >. ,O PHONE: (503) 245-7100 v AREA O F WORK FAX: (503)245-7710 _ Y ` VALIDITY OF PERMIT ,� �.�� j' / CONTACT: BETHANNE MIKKELSEN c� '� `` { �` i = / THE ISSUANCE OF A PERMIT ,,.. t •"' � PHONE (503}952-1593 [ - Ili BASED ON CONSTRUCTION L :"N: : " - .:_ - __ ._ ;:-:• - f , / I TENANT VACANT SUITES DOCUMENTS AND OTHER �-T= 'n ,CT / / _ :.— Vis, i /' DATA SHALL NOT PREVENT r f �,- / At"FROM J ° CONTRACTOR GUILD CONSTRUCTION INC. o a , V P.O. BOX 674 THE CODE OFFICIAL/ - is / REQUIRING THE CORRECTION al 1 r � ' / / % OF ERRORS. OSSC 105.4 N /- / `! ... ,- • / //u / BEAVERTON, OR rr • ,__-- KEVIN KOSER cL : _---- __..___.___ —._.__------_ — ___-__..___...-.—_.__. __-_—___ ! ' za OFFICE E: (503)957 1180 PHONE: k' I It � t° � ,:. : �-�--�T :_::.:�. -. ......- .:.............. ��__ r" �""` %' ��� CCB#: 109116 C� ` �' 1101111011111' fil , Ti.: CITY OF GARB N :,\ • ; ,, / / ° r REVIEWED FOR CODE COMPLIANCE :_ m _____- _-_-__ ________ __._ �___ __ _.___ :.. / COVER SHEET /" -- -—— -.-- �: ; .,. ° / ,.. 4` Approvc vv E __ - . i / / / I UTC: • I .._... 1 a / ; 101111110 cj , /� ,� , 4 Address: j O L4Lcn N" ►.,,,, h v L� \I i ; 3 _ Suite#: g 2� Sri „ ... �: Dates j��7-1 11111 �. - - By: DEMOLITION Li BUILDING R - LEVEL 1 KEY PLAN 0 BUILDING R - LEVEL 2 KEY PLAN0 • PERMIT SET 1132" = 1'-0" PROJECT 3/64" = 1'-0" PROJECT CITY 122 a fk)Palt3er:OV_III2a, (311/bTCPAIaRnDning a, DATE PROJECT NUMBER - 12/19/18 184790 oc, Initials _, SHEET NUMBER CU T0 .O �I V! 2 m ----- ; _-__.._m dff I - .. ._, gra �- - -- .,---- - - - �---�8h."_^4g V . . -:..�.. ,x r - N II 11 II " Ti 1 f �!4iieisv g II II II 11 II DEMOLITION SCOPE � �-- 1I 11 I I I I I I PORTLAND, Orz1(ONJ, ` IL I I I I 1. PARTITIONS DOORS, RECITES& ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. tli� No. 4268 \IP*0*** \ 0 \ 11 / 11 I I I I 11 REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. `�?'� O4�*� /40111#44014 A r II / 1 ii 2. REMOVE ALL POWER SIGNAL, SWITCHING &OTHER PERTINENT ITEMS FROM WALLS TO BE.44‘4,* OF l� 1 r H DEMOLISHED. ♦ I I / I 1 �ti--� J L -..� 3. REMOVE EXISTING FLOOR FINISH THROUGHOUT AREA OF WORK. PREP TO RECEIVE NEW FLOOR \ 4+.1*•• ** IL FINISHES. VW - - - - -11 I II \ II 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR - - -1 I 111 II J DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO AVOID • F. - - - - I— - - - DAMAGE TO EXISTING BUILDING SHELU STRUCTURE. CEASE OPERATION AND NOTIFY OWNER LL -J L/4 I 4(*.ei‘\ II 11 II IMMEDIATELY IF SHELL/STRUCTURE APPEARS TO BE IN DANGER. Ifit 5. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD TM `. / / I 1 \ II I I CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPON5IBlLITY OF THE GENERAL A n k rO m M O I sc�n I I V I ICONTRACTORORTHEIRSUBCONTRACTORTOALERTTHEARCHITECTOFANYSUCHDISCREPANCIESOR‘441riti r- I1 I I CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION 1- — — — I — BEING REJECTED BY TENANT OR ARCHITECT. 38 NORTHWEST DAVIS,SUITE 300 '\, — — — 6. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. r� I — — — — I T — — — — — J PORTLAND, OR 97209 4,0 '. �� - - - - I 22--0043) COORDINATE SALVAGE OF MATERIALS/ ITEMS WITH TENANT. T 503.245.7100 * 3,,_ ./>`‘, ,,4 k / ) / I 1 7. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS.WHERE I 2-07) I I POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. 1505 5TH AVE, SUITE 300 \4:* ,Atat4..24 X. L �� I I TYP. I I ♦ REMOVE CONDUITS WHERE POSSIBLE. SEATTLE,WA 98101 4ripri4rillir , ' i 7 I 8. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO T 206.576.1600 .44 %.4111444110".4&YA%\4". \ JI 1 \ I I / 1 I I I I 1 1" � ,�^'� . %'/ /`, INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION.THE CONTRACTOR'S DISCRETION IS I I — _ _ _ - _ _ - - J 1 ' UP REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE \ I I = J M U DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/ REPAIR\\4e4w,411401.-4 \,/ - -Tr -1,- 5 *a, 1014 HOWARD STREET I II 1 EXISTING SHEET ROCK AT AREAS OF DEMOLITION. SAN FRANCISCO, CA 94103 / / X I I 1 T 415,252,7063 Nrai Ill lig i - %' 9. THE PREMISES THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT ORDERLY \ I I ©ANKROM MOISAN ARCHITECTS, INC. /N OT I N SCOPE CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE , IL I I 4:. ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS,AND OTHER FLAMMABLE WASTE ... .... , I I / 2-06) MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT �� ire rp ,_ r= 7 ��I — - J I— — — — SHAFTS, CHASES, FURRED SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF - i \ 110- / L / I I — - - — — — I'" RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND 4 i-*i; �� *' = po I '!1 I / I1 \ — � DUST. ice , `► 11 e"'�""" �- Ni \ _ 10. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. 11 1 ii , 4 0. ilk 411 I i Ir.r4;70'WV*"PO \ , , , lir• \ t'. L AA 1 ii „ �� N OT I N SCOPE � . o"! n v IL -- - p--� - ... %#,-. : .4. 4. RI #01 11 r NT”�044.0.,,#.4.#% _, , V ---� \ JIII \ JIIIL / IIL- / ; \� — 1 1 II II • ♦ \ lre%4.0, , ,A 411 o4,i 4 pr.- • KEYNOTE LEGEND I II II II II II II, A- % \ At._4 , A„ ***4 ti I r I2-01 EXISTING CASEWORK TO REMAIN, PROTECT FROM DAMAGE. • *40V401AWfa 2•:1 NI — _I L - - - - - - J L. - - - 2-02 EXISTING DRINKING FOUNTAIN TO BE REMAIN. ♦ �1 2-03 REMOVE EXISTING DOOR AND FRAME WHERE NOTED AS DASHED.SALVAGE FOR ' .1.NWF#AtV. % 2-02 POTENTIAL REUSE.TYPICAL THROUGHOUT SUITES. 4 -vs* ♦ ) i I 2-04 REMOVE EXISTING RELITE WHERE NOTED AS DASHED. SALVAGE FOR POTENTIAL REUSE.TYPICAL THROUGHOUT SUITES. ,` . '.."..--E2-05) 2-05 EXISTING SINK/PLUMBING FIXTURES, &CASEWORK TO REMAIN, PROTECT FROM .• ', DAMAGE. REMOVE EXISTING FLOORING. , i ' ' ''' ' '' ' I t o 2-06 EXISTING FEC TO BE REMOVED AND RELOCATED AS REQUIRED. r.....______.._ r ' 1 2-07 ALL CARPET TO BE DEMO'D, CLEAN EXISTING FLOOR. GRIND AS REQUIRED TO i i — - - _ I REMOVE ALL ADHESIVES. PATCH AND FILL AS NEEDED, 2 01) T r 1 ° - I2-08 DEMO EXISTING SINK, DO NOT SALVAGE. CAP PLUMBING AS REQUIRED. ....r 2-01 N4, 1 ... UP FEC \NII " ;ti I �� ;3 OPEN TO " ' / AN` , , \ 1..,.� � ;� � ABOVE Itt4r#, 2 a1 ♦N. * �. ; DEMOLITION PLAN LEGEND OPEN TO 2 -4 -- -" 21 11=1:r--=------ (2-01) - r----T-,....-_ i = \ ( A , f -' ABOVE i '\� L� T EXISTING WALL W• x\ WALL OR ITEM REMOVED — — . f \\\ f_j GLASS RELITE ID /// .. ---FL._ • ,, Ilik ! y GLASS RELITE REMOVED ROOM# 7=--„ 404 \ ROOM TAG NAME (NI Mk/ 1 h - 1 _±___,,..____...y1 ! ____. - u- --- -1 _------- 1 101 1 ' JJ� � ___-- �.� K� a � ���tel"•• LU s. � in ° t.`� t� � : \\ r ,- '� KEYNOTE (1-01 ) L— i LEVEL 1 DEMOLITION PLAN "' o 1U J 1/8" = 1'-0" 9 PROJECT Z ID LA V) m -- - --- - , I W w nn (H14r % , / —. , Z NINI 1 ' 01. I V) >L1Jti Z W440 , ____ ♦ � m < o .1 i /7 1 j ''.\, Ca L.LJ 1 ,,',AL 4 toe /t* 7•44 t, am j-- \ J Z O cc Aik_ AlkF. w — /7 '3 Z I J z ./4.1 i i c) --1 VI ujcL ' fi#44‘\ (AU 11 I ! C!� I I I I I I I I L S I I I � `� ' Vt.4,0,`�FI II III IIIi t ,��2-01 11 � I I II II II II I1 2-05) T 1 1 I I -' REVISION DATE REASON FOR ISSUE : li \'ti........, --4.4...d=i1 U \ I I 11 I I I I --_vl =::.....7 __ air I I 11 I I I I L I I L.11 I I / il - i �II / 1III> II / � LI� � II � � II� � II -_\ v �, `i a rU CI) 1/9 4 - a F11 - ,.. ' _ ‘4111SH011‘14 DN 11 IL \ JIIL / 11 \ AUL / 11I,�„ II _ / ‘Al°1416' 1n�i11 Ili, c- 14* lel �� II II II II II Il ,./ 1 • er41410'e" I I I I I I I I �--� 1 Tr I11 I1 ii II \_ r. 4 I � Ate. .-t F ...::..:: .....:..: :.- ._-, 0,.,,,,..._ twill, _ _ _ _ _ _ _ _ I1 IL— - _ — �I- - - - �I__ - _ - _L_ -_ - - _,1 OPEN TO 06 203) 11 17 T� 1 N \ 2-04) 11 11 11 ii 11 cc 2-07) II TYP. ll II II II II II OPEN TO LEVEL 1 & 2 ,� _._.. 1 I I I I I I I I I � i ABOVE I L 1 / I I \ 11111r \ \,_ 11 1 I DEMOLITION PLANS Vi v, 7 DEMOLITION C13 1 I 1_ _._r .-----._k:_, ._ ::_ __ -----,r-------- 11jilt_ PERMIT SET II '� i I I II 11 F II II a, 1 DATE PROJECT NUMBER I _�_ __ ,; �- 2/1 9/1 8 184790 ul SHEET NUMBER 0 2 LEVEL 2 DEMOLITION PLAN0 T 1/8" = l'-0" PROJECT ■ - 1 .O fY 1.-.. 2 n m LVIl ♦ ♦ gik."-r3C-.1 " FLOOR PLAN GENERAL NOTES 0,Ec° o tf4� N©. 4268 Q 4.*** 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. �� 44�� 4,- 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWINGS AT COMPLETION OF OF+ O1�` ♦" CONSTRUCTION. 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI •••410,411‘ // STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT" OR EQUIV.) PRIOR TO FINAL I FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. -, • ..40‘/ I 11114110,4# L4AIM I \, ;y ` Ankrom Molsan .41Kiplitt‘\ `Vr KEYNOTE LEGEND -�3 38 NORTHWEST DAVIS, SUITE 300 • I3-01 NEW WALL TO BE BUILT, REFER TO DETAII41?T-2.0. PORTLAND, OR 97209 V f• ' A ALNA, 11 -, Fff[ ( !3-02 NO NEW CONSTRUCTION WILL BE DONE ON THE SECOND FLOOR AT THIS TIME. T 503.245.7100 l �p��l^ �� III (3-01 B 1505 5TH AVE,SUITE 300 • VIII* .1116. Ak. T 206.576.1600 ' Ind \ __...__._._._._. SEATTLE, WA 98101 i ''` ® 0.* UP/ 1014 HOWARD STREET ‘#41kolltir.1017A. itt' .. ',- ,, \\-/ � ® 0 _, � �� ' SAN FRANCISCO, CA 94103 ,,•'' '' �, FLOOR PLAN SYMBOLS 7415.252.7063 O ANKROM MOISAN ARCHITECTS, INC. ^014).•#41, 141P, EXISTING WALL '11‘44"1**"1" .S4e&e. ' < ' .fit '• ' NEW INSULATED PARTITION '` - (`' 3 '"? -41104, Irrt741; 1 t WALL TO CEILING GRID B . 0,gig 1 titityvi*i _ 1*,..,ipraly .4 X Ote.e/Ait& i Of 14P,NitiO pro, 0„ N - .**- v _ \://ditge 4W1P4 N404.4111"' �� !-- GLASS RECITE Aligkir 440, `.' Allm ' i, 4r._:41/41x-.1/ kI %/**4- �. . � ROOM So*doi,4.14y NOT IN SCOPE �' r , ROOM TAG _ r- � _I NAM E --, ,� • . • _. ,�, _ V � p J 101 I .4 WTI 44-T ••• • ,,, i &14.004tteVi.� %. KEYNOTE ( 1-01 ♦ 94* WALL TYPE . I • -; .' NOT 1 N SCO PE * ___.� _ Iv ; • ♦• ♦f ,- 1 •• i 1 I ------, 7''' . : , "It * . i - -3te, � ^° T COCg •/SECURE TO HANDLE APPLIED \*. *•• • il LOADS. SEE SCHEDULES FOR i' I • _1 APPROVED ATTACHMENT DEVICES. 45r ;.• ,, , 7T . ,. - --\•1\F\ r\ - UNDERSIDE OF STRUCTURE \._ __._ _._-.__.--.._ ____...-,... a LATERAL WALL BRACING 4 FEET OC r' '' '.4' ,,, , — — - — — Y IONS PER LATERAL •� � , ALTERNATE DIRECT ,.__,. v 1 : r I `J� )� BRACING DETAIL. z \, 0\ 0 0 0 SOUND BATT INSULATION EXTENDING i �..•, ate, t - ' I _r3 4.-0" OF EACH SIDE OF WALL SUSPENDED ACOUSTICAL CEILING SYSTEM �� E NEOPRENE FOAM TAPE, CONTINUOUS / / ! GYP BD CASING BEAD N 4. i i l ; � FASTEN RUNNER TO WALL TOP TRACK AT 05 f �___' �� ................._._._._._._..__.... ., _____:,,,„:„.<:::: --- -- 2 FEET OC THRU NEOPRENE FOAM TAPE Fik, I 'a GYPSUM BOARD, ONE LAYER EACH SIDE r0 eL 1 _� � SOUND BATT INSULATION, WHERE NOTED +• *,.4.V --•',--�= METAL STUDS, SEE MTC. STUD SCHEDULE cc D \::: ,� ' l "" FOR GAGE, SPACING, AND HEIGHT. W vl a - `--<' 0.1450 POWER ACTIVATED DRIVE PIN W/1 1/4 INCH EMBEDMENT AT 4 FEET OC MAX INTO DECK. Z V � ■ 1 Z ,-�= , ACOUSTICAL SEALANT AT FLOOR SLAB W _.—_ 1 ....----' 0 ---.--- u I STC RATING 45-49 WITH INSULATION CO LEVEL 1 FLOOR PLAN ()I ,` ' w m 1/8"= 1' a" PROJECT 3 WALL - TYPE B - TO GRID z z N (4411,61,14r ____u - , 1 1/2" = 1' 0" LLI Cal i*Am. iLl', Q Z �.�. imp,# • O `0 m m wo cc T.*% =,,, 1 V ' N) o w : POW 7O �. V40/4 H U O O n_ IL i' I I METAL STUD TABLE- MAX WALL HEIGHT L/240tr) CL t/') (5AreF.1 La i` MAX WALL HEIGHT NON-COMPOSITE # IIN a STUD GAGE STUD DESIGNATION SPACING COMPOSITE BRACED AT 48" OC • % \ / 6 i SIZE REVISION DATE REASON FOR ISSUE 25 250 5 125-18 16" 12'-10" 9'-8" I___.._. ___ . • 1 1 2 112" 24" 11'-3" 8'-2" L ® Ci I ill 20 250 S 125-33 Ln 24" 12.-5" 10.-6" - v _' � � / 25 362 S 125-18 16" 15.-2" 11.-4" ��,, 3 518" 24" 13'-2" 9'-3" II 20 362 S 125-33 16" 17'-5" 16'-1 24" 15.-3" 14.-0" m 7 J' 6" 25 600S125-18 16" 20'-1" 24" 16'-4" 1, 4144„. ® ' 20 600 S 125-33 16" 25'-6" 23'-11 24" 22'-3" 20.-5'. -7--------, 406" 3 kilhb. +4 VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION (SSMA)TABLES O(71 E1' 4 A 1 • 3 02) i FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48" OC SECTIONS IN 7tN OX ION 4I INTERIOR APPLICATIONS(5 PSF)WITH DEFLECTION LIMIT OF L/240 co r �/ , 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM c tt.lteAl i s © ® /` BOARD ON BOTH SIDES WITH #6 TYPES DRYWALL SCREWS SPACED AT 12" OC MAX dS � w �' L FOR STUDS AT 24" SPACING AND 16" OC MAX FOR STUDS AT 16" SPACING. h 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT 48" OC SECTION VALUES. LEVEL 1 & 2 FLOOR r �, .� ___ —.7-1 __.. CEILING WIRE ATTACHMENT i r ,_.-__m_. 4 ---�t v_d,_a kk YI! — .W. PLANS a • I j j I CONSTRUCTION TYPE FASTENER , % r . v \ \ b f WOOD 1/4"x 3" SCREW EYES '� STEEL DECK PRE-DROP WIRE CMI DC 1 OR DC 2-1/4T' METAL DECK SCREW �, S, c .L. �. �_µ . ....ti-__..:..... ......._. EYES. DEMOLITION ir,m -- ,i POST TENSION CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. POURED IN PLACE CONCRETE PRE-DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. PERMIT SET o � I : NOTE: I THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY DATE PROJECT NUMBER 3 1 ( WITH AUTHORITY HAVING JURISDICTION 12/19/18 184790 u :..- - ._._..... _,.-_ - —_. --- _ _. 4 SHEET NUMBER .o et LEVEL 2 FLOOR PLAN Wr E..o. WALL FRAMING SCHEDULE EDU LE T -2. 0 N 1/8". 1,-0" PROJECT 1 1/2" = 1'-0" V