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Plans (22) BU P2018 - 00218 2 EDAh' m C m 0 ‘5°D 1llAH Q. mu 7":"........ ,g4.--. p1 F'Q,„,AIJI1, Q121 c„, ,,t SCHOLLS BUSINESS CENTER B 1 1t�� Ffr�. �76F3 ,' ,,,, RECEIVED JUL 1 9 2018 RST , LLC �" CITY OF IGARD BUILDING DIVISION ifilli TM Ankrom Masan PROJECT LOCATION 38 NORTHWEST DAVIS,SUITE 300egy � � ,: ►": # ;. . s PORTLAND, OR 97209 �- _ BUILDING/ CODE INFORMATION SHEET INDEX T 503.245.7100 GENERAL NOTES � F *,,41,41d---"'"-S �dA 1505 5TH AVE, SUITE 300 . . � OREGON STRUCTURAL SPECIALTY CODE,2014 EDITION T-0.0 COVER SHEET SEATTLE, WA 98101 CONTRACTOR INFORMATION 0 EGRESS PLAN T 206.576.160fl T-1. w j CONSTRUCTION TYPE: VB-NON-SPRINKLED T-2.0 LEVEL 1 DEMOLITION • � `e ^ 41` 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS T 3.0 LEVEL 1 FLOOR PLAN 1414 HOWARD STREET �" '' x \, "" r SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE CONSTRUCTION. BUILDING HEIGHT: 1 STORY T-4.0 LEVEL 1 REFLECTED CEILING PLAN SAN FRANCISCO, CA 94103�' � �' 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. T 415.252.7463 ; - 40,r E � ` BUILDING OCCUPANCY: B T 5.d DETAILS " 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS. ©ANKROM MOISAN ARCHITECTS, INC. � ' ...:'4A/06:5F!. .14 �� 4. UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES AND / - ° �' ° ` �' TENANT IMPROVEMENT SQUARE FOOTAGE: l- (G S� iii y , ; 4. WASH THE INSIDE OF WINDOWS SO THE SPACE IS READY FOR OCCUPANCY FOR TENANT. ` s � .�� "' � 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT,AND MATERIALS PROVIDED G, �7ays'R OCCUPANT LOAD FOR TENANT IMPROVEMENT: 30(REFER TO EGRESS PLAN) DEFERRED SUBMITTALS .* 4 UNDER THIS CONTRACT FOR A PERIOD OF ONE(1)YEAR UPON COMPLETION OF CONTRACT. - � � � �`� `i EA. 6. ALL SUBSTITUTIONS SMALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO °'"" t � � IMPLEMENTATION.'lek 7f.,. -.5, ' . ''_Jr:J.1'x,--.-,.,..' ,.,-,..;• ELECTRICAL " r 7. ALL SUBCONTRACTOR DESIGNED ITEMS ARE TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT � X14 („c _ ° - ,, " x PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. MECHANICAL aEilaiiu: 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY THE CONTRACTOR. PLUMBING � ,..- • '• �; kili4 itiik� ' �" � �PPP "„ ��� � & �Po � � �?�, 9. ALL WORK.LISTED, SHDWN, OR fMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED GENERAL NOTES - CODE INFORMATION :-;.' FLS/SPRINKLER ., ;, x_ .„..,-,-.0., CONTRACTOR DS HALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL SCHEDULES ARE MET AND ALL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE OREGON STRUCTURAL , ; ' "' WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S REQUIREMENTS. SPECIALTY CODE 2014 EDITION AND ALL OTHER STATE AND LOCAL CODE REQUIREMENTS THAT APPLY. �Y: 10. ALL MECHANICAL AND ELECTRICAL TO BE DESIGN BUILD. CONTRACTOR TO PROVIDE ALL 2. MAINTAIN 100%COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE&FIRE ALARM SYSTEM PER a " �, zolizo "." 1v $ DOCUMENTATION INCLUDING SHOP DRAWINGS NECESSARY FOR CONSTRUCTION AND PERMITS. FMO. . " �` , -..g PROVIDE ARCHITECT DESIGN BUILD DRAWINGS FOR REVIEW. 3. ALL EMERGENCY LIGHTING,SPRINKLERS, FIRE DETECTORS FIRE ALARM COMMUNICATION DEVICES AND , , ,.R n x .�, 11. CLEAN AND REPAIR EXISTING CEILING GRID AND TILES. REPLACE DAMAGED CEILING TILES WITH ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY CODES. DAUPGRADES SUMMARYLU th • . `" ., . :` "' ' " " MATCHING BUILDING STANDARD TILES. 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. FIRE EXTINGUISHERS A m ` " se , ur,4 . {it 12. PARTITIONS, DOORS, RELITES,AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. TO BE LOCATED IN ACCESSIBLE LOCATIONS IN PLAIN VIEW EVERY 3,000 SQUARE FEET OF FLOOR AREA I- #r ,$ ;� r TOTAL COST OF CONSTRUCTION: $20,000 REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. s e's;" 1: ',;' a ; ` _ 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS UNLESS NOTED OTHERWISE. 5. PROVIDE A SIGN READING"THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AS ' ' L `" 14. ALL NEW WALL OUTLETS TO BE 16 AFF UNLESS ED OTHERWISE. DESIGNATED OR REQUI BY CODE OR BUILDING OFFICIALS. 25%OF TOTAL COST REQUIRED FOR ADA UPGRADES. $ 00 it• . ,; U 5 0 l!� � ESS NOT U r ;....-,,,,,L., 4 „ � `- 15. CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHALL REQUIREMENTS,THE INTERNATIONAL BUILDING m ADA UPGRADES .., si„, xd PF^ AND VOICE/DATA OUTLETS.TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND CODE,AND THE INTERNATIONAL FIRE CODE. DOOR HANDLES $795.04 ,. INSTALLATION. 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH THE OREGON STRUCTURAL SPECIALTY W ;x �+� ' A. ` fir ; 16. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. CODE 2014 EDITION, SECTIONS 1006 AND 1011. 0 J " '� ` �.� "' x ' 17. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. REFER 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING V - ak u '+� TOTAL COST OF ADA UPGRADES: $795.00 CO 413'' •r R t. ,. " 0y TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS.SUBMIT PAINT DRAW-DOWNS TO ARCHITECT WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING.WALLS REQUIRING PROTECTED OPENINGS . ` ,. FOR APPROVAL PRIOR TO APPLICATION. SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 OF THE OREGON {� .°..•,• 2.•' 7" '''' • 0., :k 18. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI "PREMIUM"STANDARDS STRUCTURAL SPECIALTY CODE 2414 EDITION.1 c-n W w 1 'I'll* r( , : . ,. '1. UNLESS NOTED OTHERWISE. z N w V) / V) Q zfY VICINITY MAP IA 1/4" = 1' 0" PROJECT SCOPE OF WORK PRO ECT TEAM 0° Dw - - tYoLL CC 1. 3-10 CURRENTLY EXITS IN B-10.TENANT IS EXPANDING TO INCLUDE 3-11 AS THEIR EXPANSION SPACE. BUILDING ADDRESS 10110 SW NIMBUS AVENUE- BUILDING B, SUITE B-11 LU J Z Q B-10 WILL RETAIN IT'S CURRENT EXITING SYSTEM. PORTLAND, OREGON 97223 z 2. MINOR DEMOLITION .ADDITION OF(2)OFFICES AT EXPANSION SPACE B-11. O in z 3. EXISTING RESTROOMS&BREAK ROOM CASEWORK TO REMAIN AS-IS,COST TO UPGRADE TO ADA OWNER/LANDLORD KG INVESTMENTS I p COMPLIANCE FAR EXCEEDS THE 25%COST OF CONSTRUCTION. 10240 SW NIMBUS AVENUE, SUITE L3ti 4. ALL NEW DOOR HARDWARE TO BE ADA COMPLIANT. PORTLAND, OREGON 97223 U Z CONTACT: KYLE LATTA � 0 CL H PHONE:(503)245-7100 r - FAX:(503)245-7710 , _ - - _ ARCHITECT A38 NKRONORTHWESM MOISTAN ADAVIS,RCHITESUITECTS,300 INC. REVISION DATE REASON FOR ISSUE /� `-' / • PORTLAND, OR 97209 j / PHONE:(503)245-7100 FAX: (503)245-7710 I Vf- / / 2 CONTACT: BETHANNE MIKKELSEN r- - -� PHONE: (503)952-1593 . / \_ m R CT) "°""°'• ellTENANT REFINISH FIRST `^ n , : / / CONTRACTOR GUILD CONSTRUCTION INC. c m ' r P.O. BOX 674 BEAVERTON, OR , r4 '/ / CONTACT; KEVIN KOSER �' / ¢ AREA OF WORK / PHONE:(543)957-1180 _ .,Viiili I vitt, _ _ .� �� r� t r r � ea)AL 109 11 (10 N O �� I _-��� ' OFFICE COPY (EXISTING EXIT , 1 �; a(73 SYSTEM TO REMAIN) %T CITY OF 77GAR 35 Db , A4FOR CODE COMP L IAVGB COVER OVER SH EE T pro'aaf i 1, / , • m _ I , Approved:th ..ildi.L.Z.Qt,L.P.,(2,2t4f* lbid rptv / _I I - jAddress: f , rY. vL I c I J B-10 I EXISTING5PACE SON SPACE Suite# REVIEW SETNm / D ., • u N n m /! y DATE PROJECT NUMBER KEY PLAN CITY OF T.GARD 1/16" = 1' o" PROJECT 06/19/18 182370 y �� oP Jate:ppr . l 1lanning`b by SHEET NUMBER,,�tl�ls: _ved cv cit a ., TO.O V EDAM rn C in cvc FIRE & LIFE SAFETY PLAN NOTES LIFE SAFETY SUMMARY IMII Q. I MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE O 1. COMMON PATH OF EGRESS TRAVEL(SECTION 1014.3), THE LENGTH OF A COMMON PATH OF EGRESS �t.+�...+- pr - rn /j< TRAVEL SHALL NOT EXCEED THE COMMON PATH OF EGRESS TRAVEL DISTANCES IN TABLE 1014.3 nia n AHD, Oki corp • ♦♦ •♦' - - - IS SERVED BY THE MEANS OF EGRESS OCCUPIED, I In. 176�i 464001 "a*" TABLE 1014.3 �1T %� r •� ♦ COMMON PATH OF EGRESS TRAVEL �F♦ � ♦� ♦� � ♦� 'i FIRE & LIFE SAFETY PLAN LEGEND r •1 ♦ I♦, �� , �� WITHOUT SPRINKLER SYSTEM • ♦ ♦.• •+ ♦•lit ♦ ♦1: ROOM SUMMARY TAG. OCCUPANCY TYPE IS DETERMINED IN ACCORDANCE TO (FEET) I , ,♦ ,,•, , J OCC CLASS SQUARE FT CHAPTER 3 OF 2014 O.S.S.C. USE AND OCCUPANCY CLASSIFICATION. A BUILDING OCCUPANCY WITH SPRINKLER • ♦� •• 4,4titir. ���♦ oLF OCC>LOAD OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF OCCUPANT LOAD SYSTEM(FEET) 0* 44 \ #AW ► 4 ,,,��� LESS THAN 50 PERSONS OR AREA LESS THAN 750 SQ FT SHALL BE CLASSIFIED AS <30 >30 • ♦ ® ♦• •♦ #. AN ACCESSORY TO THE PRIMARY OCCUPANCY OF THAT BUILDING, IN /. ♦ ♦ ♦ ♦ , . ♦ ♦ � \ ♦ ♦ B, S(D) 100 75 100(A) � it TM • ����.�t� �. + ACCORDANCE TO SECTION 303.1.1. 4 ♦ W�W�W� r►��������� ��� A(C) 75 75 75(A,B) ♦, , iWAREHOUSE �-oi moi+ • ' Ankrom Moisan • ♦#V0� •0)** 46#11111bNN*4 ♦�� / •• �♦ ♦• • ��� PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL NOT BE FOR SI: 1 FOOT+304.8mm �® , z , ,S • + LESS TWAN 1 FOOT CANDLE(11 LUX)ATTHE FLOOR LEVEL. THE POWER SUPPLY A BUILDINGS E DIPPED THROUGHOUT WITH AN AUTOMATIC SPRlNKLERSYSTEM INACCORDANCE3$ NORTHWEST DAVIS, SUIT£300 te4tril ♦ ► �&RI& ®�♦ �� ♦ e• �• �� FOR THE MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY O Q ® �• •� ♦ , • • ♦ WITH SECTION 903.3.1.1PORTLAND, OR 97209 ♦ �� •®�♦ � d ♦• � THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE,THE T 503.245.7100• ♦ • occCLAs SQUARE J _ ♦ �� EMERGENCY POWER SYSTEM SWALL PROVIDE POWER FOR A DURATION OF NQT X� Ar•, , B 355 w ^ , (B) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE • ,OLF Occ LoaD > _. LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT• , • W♦ •��®� 00 1 o, ♦ • • - EQUIPMENT, OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY WITH SECTION 903.3.1.1 OR 9D3.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATIC 1505 5TH AVE, SUITE 30D e .1r,. SPRINKLER SYSTEMS ARE PERMITTED WITH SECTION 903.1.2. SEATTLE,WA 98101 Wil4P '40 �s , / , , POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2014 O.S.S.C.SECTION 2702, PER T 206.576.1600 ♦ 2014 O.S.S.C.SECTION 1006 I (C) FORA ROOM OR SPACE USED FOR ASSEMBLY PURPOSES HAVING FIXED SEATING, SEE SECTION� , ®� 1014 HOWARD STREET ♦ ♦ ��� ♦ # �� •� • 1028.8. • • i / �, N7 ♦ ,♦ �• ® EXIT LIGHTAC WITH BATTERY BACK-UP, DIRECTIONAL ARROW UNITS WHERE LINESAN F�A�CISCO, CA 94103 • ♦11041•14140* �� .,. , 4 • • NOT IN SCOPE �• T415. 5 . D63 ♦ ♦ - - - * ♦ ♦ OF SIGHT TO NEAREST EXIT IS OBSCURED (D)THE LENGTH OFA COMMON PATH OF EGRESS TRAVEL W GROUP S-2 OPEN PARKING GARAGE SHALL4 P4 l W 'W • ��� • I NOT BE MORE THAN 100 FEET(30,480mm). ©ANKROM MOISAN ARCHITECTS, INC. A:—TrAWAIVO • • •♦, 4)\•41 * ♦ • •♦*1-, - FIRE EXTINGUISHER COMPLIANCE: MAXIMUM PATH OF EGRESS TRAVEL- 29'-5" 1 ®� � WORK AREA 16,fi' A �� 4r• - �♦ • ♦�W�W� EXCEED THE VALUE GIVEN IN TABLE 1016.2 v.,..... • ♦ ♦ • ♦, 09 /� ....&.4_4,-+ 2. EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXC 5 44•$4• � , , Pie <. " IL — WHEELCHAIRSPACE/WHEELCHAIRCLEARAREA\,'' • .ie p I"VW • AS•/%/%NOTINSCOPE % %%4 5 -0" DIAMETERWHEELCHAIRTURNAROUNDAREA OCC CLASS SQUARE© � •r �♦ ( ) W 44".4 60••�• • B 379 ;WO •o • _ TABLE 1 01 6.2 - A‘i#,If•• • •4P• oLF OCC LOAD • 4,11 • ♦ • • I EXISTING WALL EXIT ACCESS TRAVEL DISTANCE W0111Ale • • .• ♦, •, ♦ OCCUPANCY WITHOUT SPRINKLER SYSTEM WITH SPRINKLER IW�W W z W �� (FEET) SYSTEM (FEET) • ♦ ♦ ♦ • • _O \ 4., ♦ • NEW TENANT PARTITION WALL.SEE WALL5CHEDULE FOR CONSTRUCTION TYPE. W�W� „ �0S " A, E, F-1, M, R, S-1 20b 250(B)Ivirolik18. ® • CMt&t• B 200 300(C)W `� ./1s • MAXIMUM TRAVEL DISTANCE ♦ � • ® • • ♦ • • r LI pv. (A)SEETHE FOLLOWING SECTIONS FOR MODIFICATIONSTO EXITACCESSTRAVEL DISTANCE I W�W�W� FE :I:E:QUIPPED .. COMMON PATH OF TRAVEL 2 WITH AN AUTOMATICSPRlNKLERSYSTEM INACCORDANCE WITH SECTION ❑ 4.., .4,to •'re �W• ..: [..--°—] -9 903.3.1.1. QR 903.3.1.2. SEE SECTION 903 FOR OCCUPANCIES WHERE AUTOMATICSPRlNKLERSYSTEMS (1] ® MO „♦ • // ARE PERMITTED WITH SECTION 903.3.1.2. KEYNOTE LEGEND (C) BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE /VI '� 8•••••1111 ♦ �r�-�-�" STORAGEBREAK ROOM Z OCC CLASS SQUARE • 1 1 RELOCATED FIRE EXTINGUISHER. FINAL LOCATION TO BEWITH SECTION 9D3.3.1.1W 06CI ►•, ', 07 oLF OCCLOAD APPROVED BY FIRE MARSHAL PRIOR TO INSTALLATION. L.) J NI •....4,,, W♦ I4114**1:10► 15 10 !N' OPEN OFFICE COMPLIANCE: MAXIMUM TRAVEL DISTANCE 101' 7" CJ'l m• D i. ♦ � ♦ �� 31:, OCC CLA555QUARE FT „ 4 gi 05 r/ ■ B 140 0000 ®��.w®����� I ♦�� DLF OCC LOAD W W ,�p wag pro&• OCC CLASS SQUARE FII�R 441"";•liv 300 1 g 41g3. EXIT OR EXiT ACCESS DOORWAYS(SECTION 1015.1)TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY N< I P OLF OCC LOAD Z Z 100 5 - SPACE SHALL BE PROVIDED IF THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50(SEE TABLE 1015.1) LL1 al I-!1 ‘10/ %4144t6 •1 0 • • ` , 08 ill ��; 0 IA EXIT DOORS REQUIRED- 2 Z W ' A I I OrAfWV ICOMPLIANCE: 00 S QU Q ♦ • • • ,� �m11114* COMPLIANCE: EXIT DOORS PROVIDED- 3 CO• % tP1 = 0 ✓x Ki*Ay i- ® OPEII OFFICE NOT IN SCOPE SII 4. TWO EXITS OR EXIT ACCESS DOORWAYS(SECTION 1015.2.1, EXCEPTION 2).THE SEPARATION DISTANCE V) 2 O W , �W•W®W ,, W •••& ♦ ♦ • 01 �, •®=i /, OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-HALF OF THE LENGTH . Z ❑ . A •(B-10 TO RETAIN 41a _ / OF THE MAXIMUM OVERALL DIMENSION OF THE AREA SERVED. Z s EXISTING EXIT T46.**** - Apj:::ffilt":// cn Z►. ♦ SYSTEM 1N PLACE) aili N' , I► •^ COMPLIANCE: MAXIMUM SEPARATION REQUIRED 44' 7" = O,�^ \ ♦.074*♦ •i. _j COMPLIANCE: MAXIMUM SEPARATION PROVIDED- 67'-8" r p[ Z l 1, W �♦ ♦ ess iOCC ALAS S 205 .400 ./8411* •♦ � � OLF OCC LOAD -IL♦ ♦ ♦�� � �� # If= OFFICE g1 • FICE /�� h , ,�� �� ,, ; '' to ; 03 LA `,M REVISION DATE REASON FOR ISSUE d IA°I \ ♦� ♦�W _ 0.4r# ♦ �I OFFICE N AN • • 02 OCC CLASS SQUARE FF z OCC CLASS SQUARE ,1 B 133 0 B 161 ,i u OLF OCC LOAD OLF OCC LOAD `� t40•441t SA' otCCLAsss uAREFY 100 2 1 1D0 2 ♦ \ / B Q135 •, ��►I , A OLF OCC LOAD U�imi-_ m ♦♦I � , • ♦ ♦ 100 2 a ,, \SNIP * I • LA N vs a e N D 00 v) O t L., N N m EGRESS PLAN - LEVEL 1 n 3/16"= 1'-0" c a u EGRESS PLAN rE L a ifC Q) V VI 111a C m PROJECT REVIEW SET u, 0 V LnFC O N DATE PROJECT NUMBER 06/19/18 182370 VI a SHEET NUMBER 0 Ci-1 cu T-1 .0 ce..r.V Il • 11 _- 1 %14DAPC o ,A •4.,-••• • ••• •••#•�• ❖ ❖ •�•e 2 ~� 1111 h1 L.lJ l � Q ►• � �� �1 s •• �i DEMOLITION SCOPE �., g,-1---' ?,N -•7IA‘ ♦ ► • • �� ����� • 1. PARTITIONS, DOORS, RELITES&ITEMS SHOWN AS DASHED ARE TO BE REMOVED OR RELOCATED. aOItl L/11. c)12l Gol LO .�' • • r' tin. 4268 q _.. 1 . $74* I ♦ � REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. �?, ���. • • • 2. REMOVE ALL POWER SIGNAL,SWITCHING&OTHER PERTINENT ITEMS FROM WALLS TO BE og( 0.110141 • '► $4•41 ♦ �► i►� of S • • • DEMOLISHED. • •� 3. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR I� • IDIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. CONDUCT DEMOLITION TO AVOID It &s.. s.*ii. •�� '��®��� DAMAGE TO EXISTING BUILDINGCTURE. CEASE OPERATION AND NOTIFY OWNER �I�i1I, �� • • • IMMEDIATELY IF SHELU STRUCTURE APPEARS TO BE IN DANGER. 410 # 414 •�`���� 4. CARE HAS BEEN TAKEN TO FORESEE ALL PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, HELD ��� / � hI<I 1/ • • CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL ►� ����•A`� • ��1�� • CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR 14/t TM �ISCIOI�l��I►�` J� 4:".111111.10% CONFLICTS PRIOR TO PERFORMING WORK. FAILURE To Do 50 MAY LEAD TO WORK IN QUESTION "Piti • •Ifylkyt BEING REJECTED BY TENANT OR ARCHITECT. A I1 t��O I� Nt O I S I I �� •��� • 5. DISMANTLE AND REMOVE ALL ITEMS NOT INCLUDED OR REUSED AS A PART OF NEW CONSTRUCTION. i •♦1.1*►" COORDINATE SALVAGE OF MATERIALS/ ITEMS WITH TENANT. • , , • •� 4 •• • 6. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS.WHERE 38 NORTHWEST DAVIS,SUITE 300 • • • • • • ♦ • POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. PORTLAND, OR 97209 b, �® z' REMOVE CONDUITS WHERE POSSIBLE. T 503.245.7100 '• • •, �• •, �� • •5 7. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO � •• �� •� � � •• INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION. THE CONTRACTOR'S DISCRETION IS 1505 5TH AVE,SUITE 300 r#• �• • • 1 A•_ M REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH WALLS TO REMAIN ARE TO BE SEATTLE, WA 98101 • �4.. - DEMOLISHED ENTIRELY,TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/REPAIR T 206.576.1600 • ���•,• • • ,• • EXISTING SHEET ROCK AT AREAS OF DEMOLITION. ••���• �� 8. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY 1014 HOWARD STREET • •� ,• • •,• •, CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE SAN FRANCISCO, CA 94103 •• �� • • • ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS,AND OTHER FLAMMABLE WASTE T415.252.7063 / II/ •, • •� ,• • • • MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT ©ANKROM MOISAN ARCHITECTS, INC. II • •� �� •• � SHAFTS, CHASES, FURRED SPACES,AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF F it • •, •♦ •, • IS –4,10 4 RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT,AND ��� •� •��• •• DUST. �_�' �, ♦♦`I / 9. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. 41111 •' 14 r. • NOT IN SCOPE `♦ .. ** -)I.S#•%••*#••#• • • 4 • 1 111V 41116.,"• .0 M� �lo. :.I,...�.P� �•� DEMOLITION PLAN LEGEND •1 •w• •�• �r •♦I ������4 ��� •4 EXISTING WALL V+ 400. • 44.46/ • • • • • WALL OR ITEM REMOVED ., 4 cib w� •- Roots TAG ROOM NAMEw• �� �• • • � a___ 101 4r.. ♦♦�iI�I♦• oC �����• •• • KEYNOTE 4 W vl / *.•4- W V Z 0 ♦•I♦•l♦ I♦•I•♦ ♦♦ I•%•• u 9 KEYNOTE LEGEND V) 2-1 REMOVE EXISTING DOOR AND FRAME- VI m SALVAGE FOR REUSE. j W w N AREA 2-2 PATCH AND REPAIR GYP. BOARD AT AREAS OF - OF NEW "�-�_, DEMOLITION. �^ z N. t~ EXISTING �, FLOOR 2-3 REMOVE EXISTING CARPET, DO NOT V) W 61 =FFLOORING COVERING SALVAGE. CLEAN & PREP FLOOR FOR NEWQ z LL ') TO ® CARPET. CO C/1 0 = REMAIN 2-4 DEMO OPENING FOR NEW BUILDING D 0 If) STANDARD DOOR ( m CC z Z LuLu -' o Ln I— oZ = OI— I u z Arc-4,4704 KM rsr o 0 MP 411-4 -4PA4• . F#A It41.0 61 Pv#.1 k \ elp. lini,‘464 &id ®�� ♦ �� i" REVISION1 DATE REASON FOR ISSUE `• > • • • NOT IN SCOPES � ♦• ' ♦ ` I`x _ I - (2-4) AREA I1.0 OF NEW fiD EXISTING I FLOOR m FLOORING 'rA COVERING tn TO , s REMAIN f L .- vd I ) I II m I I -c N co ------7/ II T II 1 ' ' ' I I LEVEL 1 DEMOLITION II411)S ,, I I �� REVIEW SET I I (2-2) -i, u l�` �P l Nvdr m N DATE PROJECT NUMBER N 06/19/18 182370 �, (f _� SHEET NUMBER ', " � . LEVEL 1 DEMOLITION PLAN � : ,,. � � 1 ' gip { -1--2 0 x< 1/4" - 1' 0" PROJECT g�i%1 ccv -f}.f 1:411 Wit U 2 co . m ♦•♦ ♦•♦ ♦•♦ ♦•♦ ♦•♦ ♦•♦4410*• ♦ ,� �' 0 �` g.`-- r•4Co .'' *AA • ♦• ►‘ ♦��► ♦ FLOOR PLAN GENERAL NOTES �ua.� - -di *0 0�� 1 i nierE.ni���, c��lE::cc7nwis.‘" ♦ ♦♦ ♦Jx 1. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. �� Ho. 4268♦ 2. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWINGS AT COMPLETION OF 1�/� � �����J4$1411P �� CONSTRUCTION. 4‘1OF �� 4* • ♦ • �► ♦ ♦ 3. ALL NEW GYPSUM BOARD WALL SURFACES TO RECEIVE A SMOOTH, LEVEL 4 FINISH PER AWCI .:40 ; -4‘ � STANDARDS. APPLY A DRYWALL PRIMER(SHEETROCK BRAND"FIRST COAT'OR EQUIV.) PRIOR TO FINAL I [ ____J (3-4) riri• �tilt4h4�� S•414M, � FINISH COAT TO MINIMIZE SURFACE TEXTURE VARIATIONS. • �•��f '��• 4. ALL POWER/ DATA TERMINATIONS ARE NEW UNLESS DENOTED AS EXISTING. 04®�tlit 10,♦ ��I � �♦ 5. ALL NEW PARTITION WALLS TO BE"TYPE A" U.N.O. V4W.V.SWI Alt TM I, .>-'' �.����®.�......� .ic 'WV .414. 4S4Ankrom Moisan * ♦ *WANi v `I FLOOR PLAN SYMBOLS '♦ ♦ ♦ ` ♦ ,♦♦ 38 NORTHWEST DAVIS, SUITE 300 •,410114ple 4ti ® /� ♦ EXISTING WALL PORTLAND, OR 97209 �♦ it 1074140 ��� ' T 503.245.7100 ,• ♦ •,� NEW INSULATED PARTITION �, aWAREHOUSE �• ���� , Ai `<; WALL TO CEILING GRIDq IT61505 5TH AVE, SUITE 300 10 • •� ♦ '� � ��•� uSEATTLE,WA 98101 � �♦ �410 � T 206.576.1600 •• • ROOM NAME ROOM TAG101 1014 HOWARD STREET ♦ SAN FRANCISCO, CA 94103 , T415.252.7063 • �KEKEYNOTE 4•® ©ANKROM MOISAN ARCHITECTS, INC. � • DUPLEX RECEPTACLE NOT iN SC4-PLEX RECEPTACLE I I 411 �r V ♦� • ♦• ♦ • VOICE/DATA OUTLET \Ni i TO ,4 s• 0 le414h ,,♦,� %#40 ABBREVIATIONS 17i�c�►�, m ���—��RI���......‘.-. ...... A. I E EXISTING �♦ `� ®` '►`� ♦�' N NEW •S♦ •�•® ,♦ ,• • RL RELOCATED eM‘414r ♦ ♦♦ ��� �'��� +44" MOUNTING HEIGHT A.F.F.TO CENTERLINE \ �svA , �� � ��...... )VA D DEDICATED . 4 WORK AREA , ,_ 09 041v .. b.►**N.*,, 0, ,N VIA* "0 I*I*. LU .• '4 /A s.04 '10 1.- - •SW • ,• • • • • • KEYNOTE LEGEND W til 7 ' • • . • ♦ • ♦ 3-1 EXISTING DOOR TO REMAIN: PROVIDE AND INSTALL 7 ♦, NEW ADA COMPLIANT LEVER SET PASSAGE FUNCTION. L z_ ♦ ♦ ♦♦ /*V 'N 3-2 NEW OR RELOCATED 3'X7' BUILDING STANDARD DOOR W i + , !.! 'V., , &FRAME W/ADA COMPLIANT LEVER HANDLE- PASSAGE L) J ® FUNCTION. V) ® A 0 A zli F 3-3 NEW LOCATION FOR EXISTING FIRE EXTINGUISHER. m 3-6) 3-4 EXISTING ENTRY DOOR TO REMAIN- RE-KEY AS W w {Y7 AREA ® REQUIRED. Z N 9 OF I' 3-5 CONSTRUCT 6'-0"WX7'-0"H FRAMED GYP. BOARD Z N H EXISTING NEW \ WRAPPED OPENING. PATCH AND REPAIR EXISTING WALL LJJ �_ FLOOR \ V) BREAK ROOM FLOORING (3-4) TO REMAIN. Q Z sl COVERING 06 _ TO 1 3-6 INSTALL NEW SHOP SINK AND FAUCET. PROVIDE DRAIN MM L ) 0 _ 74;.N REMAIN Li I AS REQUIRED. W D CO LLJJ V) z w Li STORAGE 1 7 0 v) z 07 �, �� � aDW1. 3 FINISH PLAN NOTES tz �_ Q �!� l 1. UTILIZE MASTER PAINTERS INSTITUTE(MPI)ARCHITECTURAL PAINTING SPECIFICATIONS.APPROVED MPI U 0 O w Al� ,�'� ► OPEN OFFICE V�1 a I- 01,,,,„,, _ 4 'l ���. 05 PRODUCTS TO BE UTILIZED OR PROVIDE SUBSTITUTION FOR APPROVAL 70 ARCHITECT._ �� rWA1PPAL/ . 2. ALL PAINTED SURFACES TO BE MPI LEVEL 3- EGGSHELL FINISH. PREMIUM SYSTEM INSTALLATION U.O.N. I.T. ��� 3. SUBMIT DRAW DOWN AND MPI TEST RESULTS TO CLIENT FOR FINAL APPROVAL. ��".140F•AMM _ 4. ALL FINISHES TBD BY TENANT SELECTION OF OWNER PROVIDED SAMPLES. dili\--91S-1rt � _ nSill‘ '1 g- REVISION DATE REASON FOR ISSUE VCP - T .®.... • �. - �!�` rj NOT IN SCOPE .I� ♦ © i ' - HARDWARE GROUPS 4 alk4 GROUP 1 - INTERIOR PASSAGE - --------------- - --- 05 • **Ag 1‘.1k♦ • 16• NEW HARDWARE TO MATCH BUILDING STANDARD u AREA GROUP 2- INTERIOR LOCKING-OFFICE in OF NEW HARDWARE TO MATCH BUILDING STANDARD ® ' "OPEN OFFICE EXISTING NEW ®T 01 FLOORING FLOOR ALIGN 1 -0MIN. m Lf) TO COVERING E ° REMAIN r 1130 ® s ;;;i (3-i) H ® y �l ALIGN 0 N M N CO -,, 11'-1" 11'-2" 12'-6" rD '- V.I.F. V.I.F. V.I.F. C . .,_ :._. -. .., 3-4 :.,_.,. ........ . , LEVEL 1 FLOOR PLAN OFFICEOFFICE OFFICE ra \ 02 03 04 \'ad R N U tfl cIJ N REVIEW SET V VV .1P I I o 1 N DATE PROJECT NUMBER IN 06/19/18 182370 7---.1,"--, SHEET NUMBER LEVEL 1 FLOOR PLAN .,_, 13 . 0 a) 1/4"= 1'-0" PROJECT U 2 Qo OD 9 . ,, �.� ' �� �milL.UI � ♦ ♦co , ♦ ► • 4'A•A ♦ ♦ ♦tlfri C)ge,21-3 0 N r ,0121IAm), ()Hi �#y �� 14,A14 117•*•41r,® LAN GENERAL NOTES �� 1 4268 oS , ® •♦ REFLECTED CEILING P �� ♦ ♦ ./. ♦ � 1. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL ENCLOSED ROOMS. OF �� ,�♦ ♦ ®"�� ♦ �♦ 2. EXISTING SUSPENDED CEILING GRID SYSTEM TO REMAIN U.N.O. �� ♦ ♦ ® 3. REPLACE CHIPPED, POORLY CUT OR DAMAGED CEILING TILES. ♦ ♦ 4. UPGRADING OF EXISTING CEILINGS(2014 OSSC SECTION 1613.1) [ �� +A♦ :4-wv,.:..4‘,..,_• .,.,•� 5. RELOCATE OR DEMO EXISTING LOUDSPEAKERS,SMOKE DETECTORS,AND MOTION DETECTORS AS 4 �� �, NECESSARY. CONTRACTOR TO CONFIRM NEW LOCATIONS WITH BUILDING OWNER AND TENANT PRIOR I ♦ TO DEMOLITION. Vilt•#AW#041kw � •�lA . 6 RENOSSARY COEXISTING HVAC AND REOR SPR NKLER HEADS IMPEDING ON NEW WALL CONSTRUCTION. FOLLOW allik n r mTMn �4107 _ �VF.41111,W4Ir ate, ♦ ONS. 7. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS NOTED OTHERWISE. A E �kl OI i I Moi sa WAREHOUSE U � W. � � 8. DOWN LIGHTS TO BE CENTERED IN ACOUSTICAL TILE, UNLESS NOTED OTHERWISE. 109. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ DRAWING AT COMPLETION OF rAk••410114A1)•• < ��®�®�� CONSTRUCTION. 4 440• • ,• ♦ ♦� 10. LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET. 38 NORTHWEST DAVIS,SUITE 300 •84 ��•♦ �� .� � 11. CEILINGS WITH INTERSTITIAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE PORTLAND, OR 97209 ��A� .,�♦40 '�040� T 503.245.7100 to vl � LATERAL FORCE BRACING. t147••T*40•$.44 ♦ ♦ ♦� 12. THE SUSPENDED CEILING GRID SHALL BE ATTACHED TO TWO ADJACENT WALLS. (SOFFITS EXTENDING1505 SUITE 300 1. TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED 1S505 5THLE, AVE,AVWA .SUIT , ,♦ ♦ ♦ • ♦ ♦ AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS.) �♦ � 8101 � ♦ ® �� T 206.576.1600 13. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET,A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. ♦1444 ♦ ♦ ♦ ♦ ift 14. THE MINIMUM MOVEMENT REQUIRED TO BE ACCOMMODATED AT SEISMIC JOINTS IS 3/4 OF AN INCH. 1014 HOWARD STREET 4-1 0 � row or ibt•ipr** ak *e ' ♦ ♦4..4** ♦ ♦ ♦ SAN FRANCISCO, CA 94103 Ar.a. T 415.252.7063 ©ANKROM MOISAN ARCHITECTS, INC. 4 V 4gMIROVAII4,411%41174W # # "ilk♦ ..ti REFLECTED CEILING PLAN SYMBOLS !�� mw`�= ►,� NOT IN SCOPE � � \ �♦ ♦ ♦ irAllir ♦ SWITCH 11 E N14111 ♦ ♦�Ir�� ���►1� ���►♦������►♦ EXISTING LAY-IN LIGHT FIXTURE1 .444W E W*Attr A A•• • •# •* . Tv, vot LIGHT FIXTURE WITH NIGHT LIGHT/ illIlhllili.... ► ���� I EMERGENCY CIRCUIT ,_. 444h. ®•o♦ #♦ 0 W4 4. *V*7 RELOCATED LAY-IN LIGHT FIXTURE RL WORK AREA 4 ' 44 �,•11*•11*♦� ♦ ♦♦♦ ' 09 ♦ ��itt. ,♦ �4 t 4 4 EXIT LIGHT AC WITH BATTERY BACKUP AND ® m ®AMPANI, , _ DIRECTIONAL ARROW. UNITS WHERE LINE w ►' �• �, OF IGHT TO NEAREST EXIT IS OBSCURED. ~ Ce,♦ 1��� ,♦ �♦ NEW 8'-0"TRACK LIGHT FIXTURE. SPEC:JUNO W ll�1 ♦ ® ♦ ♦ ��, LIGHTING GROUP,TRAC-MASTER,AVANT I , •'4 10 1> ♦ GARDE, 24W VERTICAL CYLINDER LED T383L, / �d m E ♦ P•faVa** ' WHITE. CONTACT:JENNIFER DURHAM Z ♦ ♦raL‘ak*♦ WHITE CONT rW' 0 ®��� ���� r NEW"BUG-EYE" EMERGENCY LIGHT FIXTURE �) U J iiiiiiiii: (;) I ABBREVIATIONS m N N 1 E EXISTING W 1 LI m 1 1 i b N NEW Z D N LU cr, H N I RL RELOCATED ZN. VI T ---E---------------___, D Q Z LL STORAGE BREAK ROOM _ CO w 07 06 1 E`` (n m Z LL ,`` .__1 ..... O Lu Z 0- --.., fY E - ;_ KEYNOTE LEGEND O z �- Ip I 4-1 EXISTING OPEN TO STRUCTURE ABOVE. I p -J z I ( E `�` 4-2 PROVIDE 24-HOUR EMERGENCY BATTERY [Y Z `\ 4 2 1 PACK FOR THIS RUN OF LIGHT FIXTURE FOR O 0 w E `� i ��." . / = ft-n N TYP REQUIRED 1 FC IN EGRESS PATH. I.T. L11 *S '':'-'---'---Q r ,i 0 r ��411, AL. REVISION DATE REASON FOR ISSUE A t NeAr ' M" \ Nr ' W41.k8 z , L, \lior -;-----'----------„„ E crs 111)1"1111r711 zNOT IN SCOPE l Ak I L ) eta I . -a*6 4W.eta I*. , ` • ,71 " / OPEN OFFICE v `' 01 ! I E �'''--,\ a N 1t m E �-, i E - -c f I ! I L., e N I l r_. O OFFICE OFFICE OFFICE m in- N 02 03 04 N co 1 E `~��� RL a) u Oa�".... -- b--- Ihillill-- , LEVEL 1 REFLECTED th L -- -� CEILING PLAN u . 1 E '---"--, E ._ N N m E REVIEW SET v s u,' b -i L L I, a O r DATE PROJECT NUMBER co 06/19/18 182370 2 LEVEL 1 REFLECTED CEILING PLAN SHEET a 1/4"= 1'-0" PROJECT T-4.0 a 2 o N -'— TWO FIXTURE HANGING WIRES AT METAL STUD TABLE-MAX WALL HEIGHT 1/240 %1° 1 D `` C o OPPOSITE CORNERS SECURED TO / STRUCTURE MAX WALL HEIGHT lJAIJ 0. I lJll SECURE TO HANDLE APPLIED o _I, LOADS.SEE SCHEDULES FOR STUD GAGE STUD DESIGNATION SPACING co NON-COMPOSITE N \ ,r COMPRESSION POST AT COMPOSITE BRACED AT 48 OC �, YJ APPROVED ATTACHMENT DEVICES. TWO 2 MAIN RUNNER SIZE iar7t� i AHD Oki c.r>r� � O 12 FEET OC EACH WAY to LATERAL WALL BRACE ABOVE 25 250 S 125-18 16" 12'-10" 9'-8" 1 o. 4268 \ JEIDEOFSTRUCTURE LIGHT CLIPS AT OPPOSITE o 2 1/2" Q � \\ — LATERAL WALL BRACING, 4 FEET OC TO STRUCTURE NATE DIRECTIONSN CORNERS \; 20 250 S 125-33 16" 14'-3" 12'-1" ��� OF 6V \ \ ALTERNATE DIRECTIONS PER LATERAL PER ASCE 7-10 SECTION 13.5.8.1 ` �/ III 24" 12'-5" 10'-6" \ BRACING DETAIL. 25 362 S 125-18 16" 15'-2" 11'-4" 0 0 0 0\ \/'' o 0 0 0 0 3 518 ' . 24" 13'-2" 91-3" . - - \ • _ ' � 20 362 S 125-33 16" 16'-1" , .. A 24" 1157":35: 1146::01,1: 4'-0" x SUSPENDED ACOUSTICAL CEILING SYSTEM N. 20 „ =' NEOPRI NE FOAM TAPE, CONTINUOUS + 6, 25 600 5 125-18 246„ 16'-4" - 1 D.1, :‘4\°' . TM 20 600 S 125 33 16" 25' 6" 23' 11" �=� GYP BD CASING BEAD „ HANGER WIRE AT 45 \ 24 22'-3" 20'-5" Ankrom Moisan • FASTEN RUNNER TO WALL TOP TRACK AT . \.,0 DEGREES FOUR WAYS .9.- ,-- VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS'ASSOCIATION(SSMA)TABLES 2 FEET OC THRU NEOPRENE FOAM TAPE �A` \, SAFETY WIRE ATTACHED TO FOR NON-STRUCTURAL COMPOSITE AND NON-COMPOSITE BRACED AT 48" OC SECTIONS IN INTERIOR APPLICATIONS5 PS WITH DEFLECTION LIMIT OF U240 GYPSUM BOARD, ONE LAYER EACH SIDE ( 38 NORTHWEST DAVIS, SUITE 300 CEILING GRID FIXTURE HOUSING ' 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 INCH THICK GYPSUM PORTLAND, OR 97209 SOUND BATT INSULATION,WHERE NOTED WRAPPED AROUND FIXTURE �ti� MAIN RUNNER BOARD ON BOTH SIDES WITH #6 TYPE S DRYWALL SCREWS SPACED AT 12"OC MAX T 503.245.7100 „� HANGING WIRE MIN. FOUR �j FOR STUDS AT 24"SPACING AND 16"OC MAX FOR STUDS AT 16"SPACING. j a TIMES. SECURE AT DIAGONAL '� `4. 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD IS ON ONE SIDE. PROVIDE BLOCKING 1505 5TH AVE,SUITE 300 I METAL STUDS,SEE MTL.STUD SCHEDULE CORNERS NOT CONTAINING OR STRAPPING ON OPPOSITE SIDE AND USE NON-COMPOSITE BRACED AT 48"OC !�� SEATTLE, WA 98101 ,: I FOR GAGE,SPACING,AND HEIGHT. CROSS RUNNER PARTITIONS MAIN RUNNER LIGHT CLIPS SECTION VALUES. T 206.576.1600 I 0.1450 POWER ACTIVATED DRIVE PIN W/1 1/4 TYPICAL BRACING CONNECTION�.•�mak• INCH EMBEDMENT AT 4 FEET OC MAX INTO DECK. NOTE: CEILING WIRE ATTACHMENT 1014 HOWARD STREET 4`,,;: OLATERAL WALL BRACING IN LIEU OF REQUIREMENTS ARE FOR LIGHT FIXTURES WEIGHING 56 LBS OR LESS. LIGHT FIXTURES SAN FRANCISCO, CA 94103 ACOUSTICAL SEALANT AT FLOOR SLAB BRACING ABOVE CEILING. PROVIDE CONSTRUCTION TYPE FASTENER .;, ' WEIGHING MORE THAN 56 LBS TO BE INDEPENDENTLY SUPPORTED FROM - T 415.252.7063 r ADJACENT WALL FRAMING FOR STRUCTURE WOOD 1/4"x 3"SCREW EYES I STC RATING 45-49 LATERAL SUPPORT OF WALL. STEEL DECK PRE-DROP WIRES, CMI DC 1 OR DC 2-1/4" METAL DECK SCREW ©ANKROM MOISAN ARCHITECTS, INC. WITH INSULATION EYES. TI - WALL - TYPE A - TO GRID TI - WALL LATERAL BRACING Tl - CLG - RECESSED LIGHT FIX POST TENSION CONCRETE PRE DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. 1 1/2" = 1'-0" 1 1/2"= 1-0" BRACE POURED IN PLACE CONCRETE PRE DROP WIRES, EMBEDS, 1/4"x 3/4" METAL HIT ANCHORS. 1 1/2" = 1'-0" NOTE: THIS TABLE IS PROVIDED TO GIVE GUIDANCE FOR ALTERNATIVES: FOR OTHER STATES VERIFY WITH AUTHORITY HAVING JURISDICTION I f_ ,/ 4 TI - WALL FRAMING SCHEDULE RESILIENT I CARPET 4" , TYP DOOR OFFSET AT /' 1 1/2" = 1'-0" PERPENDICULAR WALL FLOOR I CENTER OF DOOR / I \ (WHERE APPLICABLE) // I OP.'S, ! RESILIENT FLOOR PER SCHEDULE ♦ / 0a ��//IS��• /'/ CLTHERMOSTAT LLI 4 SWITCH GANG Ce D / ,/ �,- LJJ Ln ' .. FLOOR FILL TAPER 1/8" PER FT / 61 N._ GO 1 I �, �A5 REQUIRED /� lki• ala \ Z l7 ^ ♦� \ CARPET \ +we F- 1 r V Z i Q J_ 101, / \ \ , 6 v) m w o v) , \ LLI w N s a a "m-11-11141T rllI }I,t i11,1111) i `1<fi; z v'i \ OUTLETS Z 2� w TRANSITION STRIP \ \ ren n o ! CONCRETE SLAB (J"1 2 Z ! \ \ \ \ FIN FLOOR V) 2 LU UNDERCUT DOOR AS REQUIRED TO J Z ctY RESILIENT FLOOR TO CARPET CLEAR FLOOR FINISH 0 v z F I o z � z5TRANSITION 6"= 1 - " STD MOUNTING HEIGHTS 3/4"= 1' 0. u1:o o REVISION DATE REASON FOR ISSUE E L co 06 ID c a) U, U, a, c .U) m 0 r u vd N O N CO N CO 7 c4 C a.) DETAILS r m as c u N a, C tfl REVIEW SET m v, u cn i . i 6 N DATE PROJECT NUMBER CO 06/19/18 182370 a� SHEET NUMBER 0 n. T-5 .0 ,:,u