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HomeMy WebLinkAboutX2021-0185 - Alternative Material & Methodsx�0)3 - 0tows ��EWP°Rr CITY OF NEWPORT BEACH O t COMMUNITY DEVELOPMENT DEPARTMENT q BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 �.7 �:Ij grrcor+�' www.newoortbeachca.dov 1 (949) 644-3200 �zoz2 33 F CASE NO.: c,1 r-1 FRI IX I REQUEST FOR MODIFICATION TO PROVISIONS �����CCC OF TITLE S (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $284) Iti:QUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION 21 (See Reverse for Basis for Approval) (Fee $Rat) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. JOB ADDRESS: SITEADDRESSI <b Owner A",Di2E w SO S..i� 1 Address Z6 VGe Nb'J n16w 2T �i7AS GO Daytime Phone OF FOR STAFF USE ONLY 1;0,4 Plan Check# .aloftlbz# fStories Occupancy Classification ?� Use of Building CJF # of Units Project Status r- G C Construction Type Verified by MY — No. of Items Fee due '% Vi DISTRIBUTION: ❑ Owner ,Plan Check�L-- Petitioner El inspector Fire ❑ Other { PETITIONER: Petitioner A Add ess Edo `3 r G to 3Scu ST. St/ITE 20 1 OQA JCC C,Li, Zip 9Z ff Daytime Phone Fill) Z — Z Email: ;210 n 'r r a • U f714175- Q3✓'� Petitioner's Position Signature CA Professional Lic. # 0 Date: FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: ❑ CBC 104.11/CFC 104.9 )5CBC 104.101CFC 104.8 (Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Date ,Request (DOE (DOES NO essen any fire protection requirements. .Request (DOES) OE(Q�S NCO , aessen the structural integrity The Request Is: @' Granted []Denied (See reverse forappeal Information) ❑ Granted (Ratification required) Conditlons of Approval• �c-��:w�- t.: S •two �. r.> �=�R-. 5 � a�f ,s l ' Hr�r2ul�ot uc. �.- Signature —" " _ _._-� Position 7 Date APR 1 9022 Print Name /E-T I APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner or applicant, statement 'off reasons for appealandfiling fees are required.) CASHIER RECEIPT NUMBER: 2 v d 1 Z< 1 1 nnslmodit 02125/21 j E� 1 E IIIIII � ' rB 1 OPEN OFFICE 6 S) �4 j 3 SHEET NOTES 09E OPEN OFFICE 'CL ® J H' 0CE PAi.OF - H W Vim9' S. ALL GYP BD. CEILINGS RECEIVE(N) FINISH -P-1 TYP. 2. INSTALL CEILINGS ACCORDING TO STANDARD CONSTRUCTION PRACTICE, SEE A-610 FOR DETAILS. 901 90 _ 3. INSTALL ACT CEILINGS CENTERED IN ROOM,UON. CONFIRM CEILING STARTING POINTS WITH ARCHITECT PRIOR TO INSTALLATION. 4. THE GC SHALL PROVIDE (2) UNOPENED BOXES OF CEILING TILES (ALL TYPES) TO THE CLIENT UPON MMOSERAJOOCIATEO oil ;,� I i . Lei .� i_u■.n�n�ai,. I� �I II { Y W 9 4,r t. ry ♦. r. n^r ■1111-1-11 11-'i-11E--- �- I . •\ 1 ILIIFIILII I LILILILIICU�i II Iilll l�� III II�I�II - � ,� 11 I ' 1 V� Ili IIII�I@ t� �Ililli��k� GIIIIIIP111IIIli li�f' unilll.rx�!'p IIUII�II� �1� -- I[:1�I�1:l1111111111� IIIII-1I111111 a. I II�Iyyi9.1411C1'.I II C'11II111�11�1 ■II Iliilll�ll O►1\II 1� 1 t9lI1i111l1! I,ii1i111111111111 I` MEN11 •' .. 'nin lulu III III I muu IIIni i Illlit��lllll I�j7 Mri m Illllo, II 11 II lllllill - ----- {{Il, p I11I� 11 �Ile�����1�� ����� !! _� ■���1 ■MIN II �111eEIf111111pill i!' n_I_I_E_I�Iwil_Et•n 1■i■I III■I■ILJI■II■I■I�r■31IE1■i�iiiiiiiiiiiiif3R�1■�I:"IFZ�1nu Ifill ' COMPLETION OF THE PROJECT PUNCH LIST. S. LOCATION OF ALL NEW DRYWALL CEILING RELATED ITEMS INCLUDING, BUT NOT LIMITED TO, STROBES, SMOKE DETECTORS, SPRINKLERS, ACCESS PANELS, AIR GRILLES, LIGHTS, ETC. TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO BEGINNING OF WORK. 115 SANSOME STREET, SUITE 1100 6. ACCESS PANELS ARE NOT ALLOWED IN GYP. BD. CEILINGS. REVIEW SUGGESTED SIZE & LOCATION SAN FRANCISCO, CA UNITED STATES 94104 WHEREREQUIRED W/ARCH. FOR APPROVAL. IF APPROVED, USE GFRG STYLE PANEL W/ROUND TEL: 415 829 1800 ---- CORNERS. 7. AT ALL OPEN CEILINGS, REMOVE ALL EXISTING NAILS, CEILING STRAPS, AND ABANDONED CABLES AT WWW.MMOSER.COM 5 CEILING DECK. CEILING DECK TO BE SMOOTHED AND CLEANED OF ALL STAINS PRIOR TO PAINTING. 8. AT OPEN.CEILINGS, ALL DUCTWORK, INSULATION, CONDUIT, SPRINKLER LINES, AND DECK SURFACES TO BE PAINTED. GC TO REVIEW EXACT LAYOUT (INCLUDING RUNS& HEIGHT) OF ALL MEP SYSTEMS IN OPEN DECK AREAS WITH ARCH. PRIOR TO INSTALLATION: 9. GC TO:60RD. ACOUSTICDETAILING AROUND ALL PENETRATIONS THROUGH ACOUSTIC ASSEMBLIES FOCUS 910 TO MAINTAIN CONTINUITY. REFER TO ACOUSTIC DETAILS A611 FOR ADD'L INFO. 10. PROVIDE FIRE/SMOKE STOPPING AROUND ALL PENETRATIONS THROUGH FIRE RATED/DEMISING F L S 91 PARTITIONS&SLABS. REFER TO FIRE STOPPING NOTES IN THE GENERAL NOTE SHEETS FOR MORE INFORMATION. 11, REFER TO ENGINEERING DRAWINGS FORALL REQUIRED SPRINKLERS,FIRE ALARMS FIRE DAMPERS, ISSUE/RE SIONS OFFICE EQUIPMENT, STALL PER BUILDING STANDARD SMOKE DETECTORS, & FIRE COWS.AUL NO. DATE DESCRIPTION 912 APPLICABLE CODES&LOCAL LAWS.ALISUPPLEMENTAL .0UNITS, V.A.V. BOXES, DAMPERS, ETC ENTALA.C.UN SUPPLEMENTAL 06 DESIGN DEVELOPMENT h - I SHALL BE LOCATED ABOVE AN ACCESSIBLE CEILING. 1821 06.23.21 100%DD REVI OPEN 12, ARCHITECTS DRAWINGS TO BE USED FOR DIMENSIONAL HEIGHTS, LOCATIONS, & FINISHES FOR ALL FOR ALL CIRCUITING C REFER TO ENGINEERING DRAWINGS LIGHT FIXTURES, SWITCHES, ET0 7.1 .21 6 PERMIT PRICING SET / REQUIREMENTS. 08.04.21 100%CD OFFICE �s ® 13. ALL SWITCHES, LIGHT FIXTURES, EXIT SIGNS AND CEILING DEVICES ARE NEW, U.O.N. 2 09.21.21 PLAN CHECK RESPONSE/IFC 14. PROVIDE SEISMIC BRACING FOR LIGHT FIXTURES &DEVICES WHERE REQ'D. PER CODE, SEE A-610, 3 10.08.21 BULLETIN 01 15, LIGHT FIXTURES TO BE INDEPENDENTLY SUPPORTED WITH#12-GAUGE WIRE AT EACH CORNER TO 5 10.28.21 PLAN CHECK RESPONSE M3 THE STRUCTURE ABOVE. 16. PROVIDE CEILING -MOUNTED MOTION SENSORS AT ALL LOCATIONS, U.O.N. OFFICE 17. LIGHT SWITCHES& DEVICES TO BE BUILDING STANDARD FINISH WITH MATCHING COVER PLATES PER 79-14-1 SWITCH MANUFACTURER, U.ON. 18. GANG ALL SWITCH PLATE COVERS WHERE PRACTICAL. 19. THERMOSTAT LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 3 20. CENTER LIGHT FIXTURES; SPRINKLER HEADS, AND OTHER DEVICES IN CEILING TILE WO. 21. CONTRACTOR SHALL PROVIDE AND INSTALL EMERGENCY LIGHTING FIXTURES PER CODE, AND EVENLY _-- DISTRIBUTE THROUGHOUT. 22. ELECTRICAL CONTRACTOR SHALL PROVIDE SWITCHING CONTROL PER LATEST ADDITION OF THE ENERGY CODE 23. CEILING GRILLES AND DIFFUSERSTO BE WHITE IN COLOR, UON, 24. AT ROOMS WITH EXHAUST FANS PROVIDE SEPARATE EXHAUSTSWITCH AT WALL. 25. PROVIDE CONCEALEDTYPE SPRINKLER HEADS AT DRYWALLCEIUNGS, CAPS TO BE WHITE, LON. 26. COORDINATE SPRINKLER HEADS AND BRANCH LINES WITH LIGHT FIXTURES. 27. STROBES TO BE LOCATED ABOVE LIGHTSWITCHES, TYP., U.O.N. 28, PROVIDE IN - CEILING SUPPORT FOR CEILING MOUNTED / RECESSED AV EQUIPMENT. VERIFY REQUIREM ENTS WITH AV VEN DOR. 29, SEE TELECOMM, SECURITY, & AV DRAWINGS FOR ADUL SCOPE & INFORMATION, 30, FINISH CEILING HT. IS TO MATCH EXISTING, .L ON -VIF, A. FLOOR 9 B. FLOOR I0 ACT-1 02 Fs46 10z F6 i0l I, MICRO MARKET 6 0 LS 920A .. _ 06� -_-. OTHERS ®RM. V® RIMING M '�I 0525 FO5US OFFICE OFFICE 0943E F94US FOCUS46F047 F0485 ME© f. LG®f. PAR. -417 FLEWCE RCP KEY NOTES Gi INSTALL SALVAGED LIGHT FIXTURE, SEE SCHED. FOR SPEC. Gz (N) BLACKOUT WINDOW SHADES THIS ROOM, SPEC. TED. MANUALLY OPERATED. as MODIFY & EXTEND (E) WOOD SLAT CEILING SYSTEM CONT. TO MATCH(N) WALL LAYOUT. li O BID ALTERNATE: PROVIDE ACOUSTIC TREATMENT AT OPEN DECK CEILING AREA SEE G-010. os BID ALTERNATE: REPLACE(E) ACT W/ACT-21N AREA OUTLINED IN HEAVY DASHED LINE. ofi RECESSED SHELVES WITH INTEGRATED LIGHTING, SEE INT. ELEV. & DTL. I MODIFY(E) COVE LIGHT AS REQ'D. FOR SPEC'D MW&EQUIP. COORD W/MWC, SEE ELEV. 06 PATCH &REPAIR GYP. SOFFIT CONT. &FINISH AS SCHED. WHERE DEMOLITION WORK OCCURED. !, oR PROVIDE ACT-2 THROUGHOUT PANTRY 1052 & JAN. CLOSET 1053 TO REDUCE PARTITION HTS. TO 6" ABOVE CEILING. to (N)2HR. RATED FLOOR CEILING ASSEMBLY. SEE CONSTRUCTION PLAN FOR RELATED SCOPE. REFLECTED CEILING PLAN LEGEND SEE G-001 FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. CEILINGTAG CEILING TYPE o LINEAR PENDANT FIXTURE CEILING HEIGHT AFF E=EXISTING F/D=NEW, SEE AREA NOT IN CONTRACT SCHED, A-020 FOR SPECS (E) CONTRUCTION TO REMAIN NIDICATED IN RECESSED LINEAR FIXTURE -`I HALF -TONED LINES, TYP. THROUGHOUT ® RECESSED 2X4 LIGHT FIXTURE (SUSPENDED CLG, LIGHTING, MEP& DEVICES) ACT-1 IS OPEN OFFICE RECESSED TRACK LIGHT KEYPLAN oclz�C ARMSTRONG OPTIMA, 24" X 60" X 1" TH SQ. TEGULAR W/6 TECH ZONE TILES. 9/16" O ❑ DOWNUGHTS SUPRAFINE EXPOSED TEE GRID. PROVIDE HRC & PB WHERE NEW (3265) - 1±1 DECORATIVE PENDANTS ACT-2 @ ENCLOSED ROOMS ox EXITSIGN (FILL INDICATES ARMSTRONG ULTIMA, 24"X60"X7/8"TH. ILLUMINATED FACE, ARROWS BEVELED TEGULAR,W/6" TECH ZONE TILES. ASSHOWN) 9/16" SUPRAFINE EXPOSED TEE GRID. MEETS 35 CAC ACOUSTIC PERFORMANCE, PROVIDE �-^ LINEAR SLOT DIFFUSER HRC& PB WHERE NEW.(1985) '. - [ERE CEILING MOUNT POWER CEILING ACT-3 @ BOH STORAGE ROOMS PROTECT NAME ARMSTRONG OPTIMA, 24"X48" W/ 9/16" 4000 MACARTH U R BLVD. SUPRAFINE EXPOSED TEE GRID. PROVIDE HRC CEI LING MOUNT TEL/DATA NEWPQRT BEACH, CA 92660 & PB WHERE NEW. (3257). [] CEILING MOUNT AV ACT-4 @ FLOOR 10 RECEPTION LOUNGE CEILING MOUNTSPEAKER DRAWING TITLE ARMSTRONG METALWORKS BLADES CLASSIC I" x 6" BLADES ON 15/16" XL PRELUDE ACT SUSPENSION SYSTEM; COLOR: RAL 5003 ® CEILING MOUNT POWER& REFLECTED CEILING PLAN - SAPPHIRE BLUE. 2'X2'GRID W/OPEN CELL DATA, S.E.D. FOR SPEC $ PATTERN, INCLUDE ARMSTRONG CALLA 2'X2' SUPPORT BY GC FLOOR 1"TH INFILL ABOVE, BLACK FINISH. SVy O CEILING MOUNTED ACT-5 @ FLOOR 10 RECEPTION DESK SUBWOOFER TURF BEAM CEILING BAFFLE. SPACING AS & O CEILING MOUNTED WIRELESS FLOOR NO, INDICATED. RECESSED INTO CEILING MOUNTED VIACABLESTO DECK, ACCESS POINT 9 (E)SUSPENDED WOOD SLAT CEILING CEILING MOUNTED xRcy�reA DRAWING NUMBER MICROPHONE ,oho A 9 0 GYPSUM BOARD CEILING/SOFFIT SECURITY CAMERA ca`en"' -_��o�" O OPEN DECK CEILING ®, AVCAMERA F LP �f PAGE NUMBER OF ® PHOTOCELL ® CEILING MOUNTED OCCUPANCYSENSOR DRWN BY CHECKED BY PROI. NO. Author Checker. 08-1164 ®1 WALL MOUNTED OCCUPANCY SENSOR .,...,.,...w...".,,=r,,,wom...,r.,.,,aru.�,.w.m,.e,...u�,e,M•.. 7 6 54 $ i i ; j 3 �I 2) SHEET NOTES �1� MAIL OPENOF IC -TEMP. E OPEN FFICE 1051 ®9 1 OS 10 1: ALLGYP. BO CEILINGS RECEIVE N FINISH -P-I TYP. O FLEX OFFICE CLOSET HALLWAY OFFICE OFFICE 0 ''FOC FQtUS ELECi.UPS 106 07 1008 301 ELECT. 2. INSTALL CEILINGS ACCORDING TO STANDARD CONSTRUCTION PRACTICE, SEE A-610 FOR DETAILS. 31NSTALLAICEILINGSCENTERED IN ROONUUON. 1002 ® 1 1 1 1013 CONFIRM CEILING STARTING POINTS WITH ARCHITECT pRIORTO. _ INSTALLATION. 4. THEGCSHA'IL PROVIDE (2) UNOPENED BOXES OF CEILING TILES (ALL TYPES) TO THE CLIENT UPON - COMPLETION OF THE PROJECT PUNCH LIST. `e2 ^E2 E1 "Ex 'E2 In IEx °Ex ® "u 'E2 2 fEz su ® *a'. em •Ez uEz •Ez 5.. LOCATION WFALL NEW DRYWALL CEILING RELATED ITEMS INCLUDING, BUT NOT LIMITED TO, JyIMOSERASSOCIATES � STROBES, SMOKE DETECTORS, SPRINKLERS, ACCESS PANELS, AIR GRILLES, LIGHTS, ETC. TO BE OF (a) FT ! D BY ARCH E INN ING OF K. 6. ACCESS PANELS ARE OT ALLOWED IN GYP. BD. CEILINGS. REVIEWBEG NGS. VIEW SUGGESTED SIZE & LOCATION PANT V IF WHERE REQUIRED W/ARCH. FOR APPROVAL. IF APPROVED, USE GFRG STYLE PANEL W/ROUND 115 SANSOME STREET, SUITE 1100 FS- F 5 FS- FS FS FS g 7 AOANIEOPENCEILINGS, REMOVEALL EXISTING NAILS, CEILING STRAPS, ANDABANDONED CABLESAT TEN 415829100A UNITED STATES 94104 / L FS FS FS F5- F5 FS - _ CEI LING DECK. CEILING DECK TO BE SMOOTHED AND CLEANED OF ALL STAINS WWW.MMOSER.COM D� 5�� PRIOR TO PAINTING 8. AT OPEN CEILINGS, ALL DUCTWORK, INSULATION, CONDUIT, SPRINKLER LINES, AND DECKS U RFACES _ -11 Itl- `J. E2 .. .. - .. -, .. TO. BE PAINTED, GCTO REVIEW EXACT LAYOUT (INCLUDING RUNS& HEIGHT) OF ALL MEP SYSTEMS / g EQ EQDEQKAREAS / WITH ARCH. PRIOP TO INSTALLATION. 11053� '. o ® �'�k-_8 OF® 9. GC TO C00 D. ACOUSTIC DETAILING AROUND ALL PENETRATIONS THROUGH ACOUSTIC ASSEMBLIES 9�. ' z 6 TOMAINTAEI CONTINUITY. REFER TO ACOUSTIC DETAILS A611 FOR ADD'L INFO. EIS +s F2 I E5 Ez 10. PROVIDE FI E/SMOKE STOPPING AROUND ALL PENETRATIONS THROUGH FIRE RATED/DEMISING cT " A3,. ® f9 �0 6 -� �Isaaa�,. PARTITIONS SLABS REFER TO FIRE STOPPING NOTES IN THE GENERAL NOTE SHEETS FOR MORE .: ,. .. B FSg FSd FS- �-..a HALLWA� ,,. ., fn Fn Q s IraI11�09�8I1 '. . 11, IREFER TOTE GINEERING DRAWINGS FOR ALL REQUIRED SPRINKLERS, FIRE ALARMS, FIRE DAMPERS, ' .... FR ACT-2 1OI®-" F1] E SMOKE DET [TOPS,&FIRE COMMUNICATIONS EQUIPMENT, INSTALL PER BUILDING STANDARD &ALL ISSUE REVISIONS �e OPEN OFFICE PANTRY I I 'M�T ':Ft ""� 5R F5' a�-k- Pts°'IiO&54 Rj APPLICABLE ODES&LOCAL IAWS.ALL SUPPLEMENTAL A.C. UNITS, V.A.V. BOXES, DAMPERS, ETC. OR. NO. DATE DESCRIPTION 'Ea 'E2 'E2 a 1052 w �)� .. o E2. ® F2 E2 E2- P1710' 0° Fll 1083 SHALL BE LO ATED ABOVE AN ACCESSIBLE CEILING: - HALLWAY -_.- -- :.. 4w;.- 1FIC4E 12.ARCHITECT9�DPAWING5 TO BE USED FOR DIMENSIONAL HEIGHTS, LOCATIONS, & FINISHES FOR ALL ESIGNjNT 100%D n: (EI, d '--' LIGHT FIXTU E SWITCHES ETC REFER G&PO REgUIREME TS RTO ENGINEERING DRAWINGS FOR ALL CIRCUITIN POWER ERMITT 4 I � E2 - 8'• D- _ �... _ �L2 13. ALL SWITCH S, LIGHT FIXTURES, EXITSIGNSAND CEILING DEVICESARE NEW, U.O.N.ACT2 I 100%CHr ° Fz 02;I - I'i OFFICE '— `AR15. 14. PROVIDE SE MIC BRACING FOR LIGHT FIXTURES&DEVICES WHERE RE D. PER CODE, SEE A- LIGHT 2 FIXT ES TO BE INDEPENDENTLYSUPPORTED WITH#12-GAUGE WIRE AT EACH CORNR1T0 PLAN CSE/lFC 3 BULLET"`Ex pYzEz 1 I,F5- -pF® ® THE STRUCTJRE ABOVE._pg R'2 N ».- 16. PROVI DE CE LING -MOUNTED M OTION SENSORS AT ALL LOCATIONS, U.O.N,I 17. LIGHT SWITCHES& DEVICES TO BE BUILDING STANDARD FINISHWITH MATCHING COVER PLATES PER5 PLAN CSE#3 H. OFFICE _ �pY- E2 li III °F, °`Fz°FI �x tD`D OPENOFFICE F2 SWITCH MANUFACTURER, U.O.N. PLATE COVERS WHERE PRACTICAL. PoE2 '. E5 ��Ez E '�1p � �" — � 2 9 19, THERMOSTATITCH LOCATIONS'TO BE REVIEWED AND APPROVED By ARCHITECT PRIOR TOINSTALLATION, IY 0 :425VEST. 4'z.��; Fz-- "Ex -"E2 Ez ® "Ei-�' ® 'EZHAl00Y`Ez "' ® °E2 0 "EZ 0 "Ezv FB0 '� CENTER TFIMURES, SPRINKLER HEADS, ANDOTHERDEVICESINCEILINGTILE WO. I A1z1 Ex II Ex I-]-=-✓=---t Q�FC SHALL AND INSTALL EMERGENCY LIGHTING FIXTURES PER CODE, AND EVENLY ICE 20'DIST IBUTEO. 101 THROUGHOUTR . E -' ar PEG Es � _.. _- _-_ CONTRACTOR SHALL PROVIDE SWITCHING CONTROL PER LATEST ADDITION OF THE oil ACT-2�,� F4 t ._ F. ':� .n. •'e' ly O' F3 F361z]1 'b W E 23. CEILING GRILLES AND IFFUSERS TO BE WHITE IN COLOR, UON, 24, AT 6 x ROOMSWITH EXHAUST FANS, PROVIDE SEPARATE EXHAUST SWITCH AT WALL. e3 E5 BE F& FS : ,I,_ S .1� v* y' 6� ttP - 25,PROVIDE CONCEALED TYPE SPRINKLER HEADS AT DRYWALL CEILINGS. CAPS TO BE WHITE, LION. 26. COORDINATE SPRINKLER HEADS AND BRANCH LINES WITH LIGHT FIXTURES F4 z fir - F ®., -L,Lpg A 1 27. ,�� :. Y i +1z21 4 � j m STROBESTO'BE LOCATEDABOVE LIGHT SWITCHES, TYP, U.O.N. 28. PROVIDE IN'. CEILING SUPPORT FOR CEILING MOUNTED/RECESSED AV EQUIPMENT. VERIFY b_• I REQUIREMENTS WITHARVITVENDOR sEz,. ssmF2- ,_--I 4A � I �.., PA020Y D, URAWINGS FOR ADD'L SCOPE&INFORMA TION al� _.-. �- ... .L • :: 30. FINISH LING HT. IS TO MATCH EXISTING, UON � VIE TYP. OF(3) A. FLOOR b/ 8'-8" 4A 4A 4A ps FE2 B. FLOOR 10 - - - ESI IrjII — o ACT-1 I ® - - - - M" 4 4A Fi E2 Fs-' T A' 02 nAllFI 03 REFLECTEDI CEILING PLAN LEGEND E ED. . 1021 ME®NF. L F. F0035 SEE G-001 FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. 1034 1036 - CEILINGTAG OFFICE OPEN OFFICE FOCU TRAINING CONF. OR. CL HALLWAY LOUNGE ° Am ACT COUINGTOT x-x^ �— CEILING HEIGHT AFF o LINEAR PENDANT FIXTURE E=EXISTING F/D=NEW, SEE - 041 10 1039 0M 031 32 30 � I'I ® AREA NOT IN CONTRACT SCHED, A-020 FOR SPECS (E) CONTRUCTION TO REMAIN INIDICATED IN RECESSED LINEAR FIXTURE R REFLECTED CEILING PLAN - FLOOR 10 1 EF HI LINES, TYP. THROUGHOUT -1 D �I SU PENDEDCLG LIGHTING MEP&DEVI ES RECESSED 2X4 LIGHT FIXTURE ACT-1 @ OPEN OFFICE RECESSED TRACK LIGHT ARIYISTRONG OPTIMA, 24" X 60" X 1" TH. ° SQTEGULAR W16"TECH ZONE TILES. 9/16" O ❑ DOWNLIGHTS KEYPLAN SURRAFINE EXPOSEDTEE GRID, PROVIDE HRC & PB WHERE NEW. (3265) DECORATIVE PENDANTS ACT-2 P ENCLOSED ROOMS x EXIT SIGN (FILL INDICATES ARMSTRONG ULTIMA, 2411X 6011X7/8"TH. ILLUMINATED FACE, ARROWS BEVELED TEGULAR;W/ 6" TECH ZONE TILES. AS SHOWN) - 9/16" SUPRAFIN E EXPOSED TEE GRID, MEETS 35 CAC ACOUSTIC PERFORMANCE. PROVIDE LINEAR SLOT DIFFUSER HRC &PB WHERE NEW.(1985) CEILING MOUNTPOWER ACTF3 @ BOH STORAGE ROOMS ®® (DUPLEX/QUAD) (DUPLEX/QUAD)D) ARMSTRONG OPTIMA, 24"X48" W/ 9/16' ' SUPRAFINE EXPOSED TEE GRID, PROVI DE HRC CEILING MOUNT TEL/DATA PROJECT NAME & P6wHERE NEw.(3zs7) 4000 MACARTHUR BLVD. CEILING MOUNT AV ACC 4 BE FLOOR 10 RECEPTION LOUNGE ARMSTRONG METALWORKS BLADES CLASSIC I" CEILING MOUNT SPEAKER N EW PO RT BEACH, CA 92660 RCP KEY NOTES x6"iBLADES ON I5/16"XL PRELUDE ACT DRAWING TITLE SUSPENSION SYSTEM; COLOR: RAL 5003. ® CEILING MOUNT POWER& p1 INSTALL SALVAGED LIGHT FIXTURE, SEE SCHED. FOR SPEC, SAPPHIRE BLUE 2'X2'GRID W/OPEN CELL DATA, S.E.D. FOR SPEC& CENTER ON WINDOW kS SHOWN. PATTERN. INCLUDE ARMSTRONG CALLA 2'X2' SUPPORT BY GC J.TH INFILL ABOVE, BLACK FINISH. REFLECTED CEILING PLAN - px(N) BLACKOUTWINDOW SHADES THIS ROOM, SPEC. TED. MANUALLY OPERATED. - Syy CEILING MOUNTED FLOOR 10 p3 MODIFY & EXTEND (E) WOOD SLATCEILING SYSTEM CONT. TO MATCH(N) WALL ACT:5.@ FLOOR 10 RECEPTION DESK SUBWOOFER AYOUT TURF BEAM CEILING BAFFLE. SPACING AS INDICATED, RECESSED INTO CEILING& OW CEILING MOUNTED WIRELESS Oa BID ALTERNATE: PROVIDE ACOUSTIC TREATMENT AT OPEN DECK CEILING AREA. EEG-010. MOUNTED VIA CABLES TO DECK. ACCESS POINT FLOOR NO. 10 O NOT USED. ' (E) SUSPENDED WOOD SLAT CEI LING CEILING MOUNTED MICROPHONE III, O RECESSED SHELVES WITH INTEGRATED LIGHTING, SEE INT. ELEV. & DI - DRAWING NUMBER m GENERAL WHITE PAINT P-1 ABOVE BAFFLES AT OPEN CEILING. GYP I SUM BOARD CEILING/SOFFIT SECURITY CAMERA ep ARpA. A-120.10 O OPEN DECK CEILING ® AV CAMERA ps (R) GRID & TILE. REPLACE GRID .&TILE AS REQUIRED. ® PHOTOCELL ® CEILING MOUNTED c PAGE NUMBER O PROVIDE ACT-2 THROUGHOUT PANTRY 1052& JAN. CLOSET 1053 TO REDUCE PA ITITIOW HTS. OCCU FANCY SENSOR OF g TOG"ABOVE CEILING. s m FLOOR ®I WALL MOUNTED DRWN BY CHECKED BY PROJ. NO. (N)2HR. RATED CEILING ASSEMBLY. SEE CONSTRUCTION PLAN FOR RELAED SCOPE ! OCCUPANCY SENSOR Author Checker 08-1164 W 11 EPE 2 HR. FIRE MAKER PARTITION HAS PENETNNIXGABOVEUECEIUNGASSEMBLY, EXTEND ALL LAYERS OF.YORI20NTAL 5HEATHING CONT, TO EXTERIOR VERTICAL SHEATHING &SEAL W/CONT 5/8' FIRE SEALANT MEN W6 FILL STUD VEINS W/ MINEPAL WOOL INSULATION CONT. IOWCHANNELFASTENEDTOSNIM C' FEE SHIELD SHAFTUNER A' CH STUD FRAMING 18 GA. 2A"CC MAX. �- FIN. CLG SEE RCP (3) LAYERS W-GOLD BOND FIRE SWELDCGYP. BD. STAGGERSEAMS CENT, RRESTOPSfALMITTYP. BOTH SIDES OF SHEATHING ACT. 2HR,FIRESARRIERSESTAROR VESTIBULE; CONT. FLOOR M DECK SECTION . FLEXIBLE ARE 810P BEALANT CMDE CW- 2HRRATEDMIMGASSEMBLYTOWULG586/ULHW-p t3 3.,=1LOi. EPBM LTRACK 20 GA. FASTENED SECURELY TO U STUD W/FKSMSSO EWS 1"FIRESHIEWSHAFTLINER � \ 1" 21/2' STUD FRAMING 18 CA 24" OC MAY 015 FIN. CLG. W SEE RO (3) LAYERS Sig" GOLD BOND FIRE- SHIELDCGNP. BID. STAGGERSCANS CENT. A RE90P U W.NT, TYP. BOTH SIDES OF SHEATHING ADI, 2 H R. FIRE RARRIA 0 STAR OR VESTIBULE; C01fr.0.WRT0 DEIX 9 CLG-2HR. RATED FLOOR/ COUW ASSEMBLY ULGS96 9 3'=I'd -a - i u - - w - a a a u - u a a a - - - - FIN S€€ PCP 5/8' GYP, BD, ON MR STUD FRAMING AS BEO'D.; AT ALL EXPOSED FACES TO MATCH ADJ. REMOVE PORTION OF VERTICN, GYP. &MODIFY FRAMING AS RE09. FOR IN) COVE NIGHT AS SHOWN SCHED. LIGHT FIXT. CENTERED IN COVE POCKET; AMNED TO FIGURE W/ FO COVE AS SHOWN FIIN EEF� RCP LEI SUSPENDED GYP, BD. CEILING; AC PEOVING ATTACH SECURELY TO DECK ABOVE .� B CLG-COVE LIGHT IF ELEV. LOBBY 3"•t.-G. DI ABOVE SCHED. ACTINFILLTYP. THROUGHOUT AR SUSPENSION GRID BY MANUF; MODULE VARIES. SEE RCP FOB LAYOUT RN. CLG. SEE RCS G SCHED. LIGHTFIXTDREWQ ALIGN UNDERSIDE ASSHOWN SCHED. GYP. BD, CEILING; W. ALL NS ILE FACES AS SCHED. n CLG ACF-01 CUSTOMACOUSFICCOFFER SYSTEM U 3" =1'-0' UNISTRUT SUPPORT AS NEEDED, FASTENED SECURELY TO DECK /STRUCT ABOVE; PT ALL SIT MORT COMPONENTS & ALL VISIBLE MEP/ CONSTRUCTION ELEMENTS ABOVE P-1 WHITE SCHED SUSPENDED UGHT FLYURE W0; AWN UNDERSIDE AS SHOWN .�5 FIN. CU3. SEE RCP SIGNED . SUSPENDED ACOUSTC CEILING BAFFLE ON UNISTRUT5UPPORTMTEM BYGC SUBMIT SHOP DRAWINGS FOR APPROVAL SUSPENDED GYP. CLG. /RETURN FAKiA SECURE; PT, ALL VISIBLE FACES AS STCUED, UG.AR-0S MXNSTICCEILING BATHES U 3' • 1'd' N. CLG. SEE RCP SCHED. GYP. BO. CEILING SCHED. SUSPENDED ACT CEILING 5 UG-ACT GYP. FLUSH TRANS V 3"•1'P Al 20 GA METAL CHANNEL SECURED TO SUR ARV WITH 12) LOW VELOCITY POWDER ACTUATED 11/8" RAMSET PINS. B.O. SEEK /STRUCC W ITX REDUI REMENR OF ASTMC635 MD BE INSTALLED IN CONFORMANCE MY ASTMC63fi WHERE APPLICABLE, REPLACE SPRAYED ON FIREPROOFING OR? METAL DECK AS REM AFTER SECURING BRACING. SEE 'SUSPENDED OPENS" DETAIL FOR 5/8-GYP BD ON 21/2- 20 GA METAL STUD5 @ 20' MAX, 0.0 AN,PAATITIONW/SCHED. - FINISH INCLUDE CONY. GYP. POCKET@ ACbUSTIC ROOMS - MR SKID FRAIAING FASTENED SE9UMLYTODECKABOVE - SCHED LIGHT NATURE INSTALL COI END TO NO, OMIT END PI TES, TAPE& FLOAT ALL EDGI .F, FIN.CLG. W SEE RISE 5/8� GYP. BOON 2ID' 20 GA MEIALSNDSTYP. STUDSTO BESPACEDAT2JPO,C SCHED. PARTITION STRUCTUREABOVE BY GC, TUCK FASTENEO SECURELYTO FQSMING W/ MTL, ROD BY LIGHT FGURE MANUF.; INSTALL PER INSTRUCTIONS TO MEET LOCAL CODE RN OLD SEE AGE SCHED. FINISH CLG. fCHED, RECESSED LINEAR TRACK LIGHT, SEE RCP FOR APET& LAYOUT; FLOAT T; AM SIDGESS SCFED. LIGHT FlXTURE ON MAGNETIC ATTACHMENT PIECE, SEE RCP EXACT AIMING &SPACING ADJUST IN FIELD W/ARCH IS WHTING DESIGNER BRACE @ 45 DEGREE ANGLES WITH 2-1/2" 20 GA MTL STUDS AR 8HY0C" VERIFY W/ MMOSMASSOCIATES C 115 SAKI STREET, SUNS 1100 YW FMNCISCO, U UNRED STATES 90301. TEL 415829 UIDD W W W.MMOSERCOM 40DO MACARTHUR BLVD. NEWPORT BEACH, CA 92660 DEAIL-f3 RECESSED TRACK SYSTEM DETAIL _ ,'T=% DRAWING TITLE CEILING DETAILS I ,t,FIN DUE SZPSEE RCP SOLED. GNP. BD. COUNG R DIFFUSER W/ PLENUM BOX, MD, ALLEDGESTAPE INAYLE, /AD). CUP. ELEMENTS WHERE I1 ALLINEMORSURFACES MATTE :10LANK OFF ONUSEDSECTIONS A-611 FADE NUMBER OF 08.1164 SMOKE CONTROL SYSTEM NON -INFRINGEMENT STATEMENT "It is the design professional's judgment, whose signature appears on this drawing, that the design described in this set of drawings and specifications does not adversely infringe upon the existing life safety systems of the building." 2 AREA OFWORK-FLOOR 10 1132" = 1'-0" 1 AREA OFWORK- FLOOR 9113 0 SECURITY SHEET INDEX NO. TITLE TY-000.00 SECURITY DRAWING INDEX,NOTES, ABBREVIATIONS AND SYMBOLS LIST TY-001 SECURITY SPECIFICATIONS TY-209.00 SECURITY 9TH FLOOR DEVICE PLAN TY-209.01 SECURITY 9TH FLOOR REFLECTED CEILING PLAN TY-209.02 SECURITY 9TH FLOOR CAMERA FOV PLAN TY-210.00 SECURITY 10TH FLOOR DEVICE PLAN I-21001 SECURITY 10TH FLOOR REFLECTED CEILING PLAN TY-210.02 SECURITY LOTH FLOOR CAMERA FOV PLAN TY-300.00 SECURITY WALL FIELD ELEVATIONS TY-400.00 SECURITY DOOR ELEVATIONS TY-500.00 SECURITY TYPICAL DEVICE INSTALLATION DETAILS TY-600.00 SECURITY SURVEILLANCE RISER DIAGRAM TY-601.00 SECURITY ACCESS CONTROL RISER DIAGRAM TY-700 SECURITY 9TH FLOOR MODULE WIRING DIAGRAM PART TY-700.01 SECURITY 9TH FLOOR MODULE WIRING DIAGRAM PART B TY-700.02 SECIRITV 9TH FLOOR MODULE WIRING DIAGRAM PART -700.03 SECURITY 9TH FLOOR MODULE WIRING DIAGRAM PART D. TV-700.04 SECURITY LOTH FLOOR MODULE WIRING DIAGRAM PART TY-700.05 SECURITY LOTH FLOOR MODULE WIRING DIAGRAM PART TY-700.06 SECURITY 10TH FLOOR MODULE WIRING DIAGRAM PART -700.07 SECURITY LOTH FLOOR MODULE WIRING DIAGRAM PART D PROJECT INFORMATION LOCATION: 40DO MACARTHUR BLVD. FLOORS 9&10-WEST TOWER NEWPORT BEACH, CA 92660 LAND USE &ZONING, DITSRICT: MU-112 MIXED USE HORIZONTAL / PCSS KNOLL CENTER BUILDING CONSTRUCTION TYPE; lA OCCUPANCY & USE GROUP: BUSINESS GROUP B(PROFESSIONAL SERVICES OFFICE) (EXISTING - NO CHANGE) L] SPRINKLERS: FULLY SPRINKLERED, NFPA 13 u FIRE ALARM SYSTEM: YES SMOKE CONTROL SYSTEM: ACTIVE PRESSURIZATION SYSTEM, NFPA 92 NO. OF FLOORS IN BUILDING: 10 AREA OF WORK: II 16,650 SF FLOOR 9 16,650 SF FLOOR 10 33,300 SF TOTAL SCOPE OF WORK: INTERIOR TENANT IMPROVEMENT INCLUDING SELECTIVE DEMOLITION OF EXISTING TENANT IMPROVEMENT, NEW NON- STRUCTURAL PARTITIONS, SUSPENDED CEILINGS, CASEWORK, FINISHES, MEP SYSTEMS, AND FURNITURE. DEFERRED SUBMITTALS: FIRE SPRINKLER, SMOKE DETECTION AND FIRE ALARM SYSTEM FILED UNDER SEPARATE PERMIT. APPLICABLE CODES 2019 CALIFORNIA BUILDING CODE W/2019 NEWPORT BEACH BUILDING CODE AMENDMENTS 2019 CALIFORNIA ELECTRICAL CODE W/2019 NEWPORT BEACH ELECTRICAL CODE AMENDMENTS 2019 CALIFORNIA MECHANICALCODE W/2019 NEWPORT BEACH MECHANICAL CODE AMENDMENTS 2019 CALIFORNIA PLUMBING CODE W/2019 NEWPORT BEACH PLUMBING CODE AMENDMENTS 2029 GREEN BUILDING CODE W/ 2019 NEWPORT BEACH GREEN BUILDING CODE AMENDMENTS 2019 CALIFORNIA ENERGY CODE W/ 2019 NEWPORT BEACH ENERGY CODE AMENDMENTS 2019 NFPA 72(FIRE ALARMS) 2019 NFPA 13 (SPRINKLERS) 2019 CALIFORNIA FIRE CODE W/ 2019 NEWPORT BEACH FIRE CODE AMENDMENTS 2019 CALIFORNIA EXISTING BUILDING CODE. W/2019 NEWPORT BEACH EXISTING BUILDING CODE AMENDMENTS PROJECT DIRECTORY OWNER: ARCHITECT: CONSTRUCTION MANAGER: 30 HUDSON STREET M MOSER ARCHTECTS, PLLC MACE NORTH AMERICA LIMITED 40TH FLOOR 115 SANSONE ST. STE, 1100 FOX PLAZA, 2121 AVE OF THE STARS JERSEY CITY, NJ 07302 SAN FRANCISCO, CA 94104 42600 LOS ANGELES, CA 90067 CONTACT: ALISON SCHM17 CONTACT: LAURA BENOIT TEL: (415) 829-1844 CONTACT: SHAMIR MOHIDEEN TEL.(212)934-0590 E-MAIL: ALISONS@MMOSER.COM TEL: (562) 453-7526 LANDLORD: MEP ENGINEER: A/V CONSULTANT: HINES SYSKA HENNESSY VERREX 401 WESTA STREET, STE.1850 13940 BAMMEL N HOUSTON RDr/302 CONTACT: AMY HIGUCNI SAN DIEGO, CA 92101 HOUSTON, TX 77066 TEL: (949)313-2212@ E-MAIL AMY.HIGUCHI HINES.COM CONTACT: THIEN WIN CONTACT', DAVID WUENSCHE TEL: (858) 244-0371 TEL: (908) 664-8357 E-MAIL', TWIN@SYSKA.COM E-MAIL: DWUENSCHE@VERREX.COM SECURITY CONSULTANT: ACOUSTIC CONSULTANT: UGHTING CONSULTANT: COMMSULT TIP ACOUSTICS BANKS IANDL LIGHTING DESIGN 200 SOUTH EAST AVE STE 203 138 MONTE CRESTA AVE. STE. 204 461 SECOND STREET, 4659 CRANFORD, NJ 07016 OAKLAND, CA 94611 SAN FRANCISCO, CA 94107 CONTACT: DANIEL MCGINN CONTACT: TRISTEN CONNOR CONTACT: TOBIAS HOLDEN TEL: (201) 792.2008 x 1052. TEL: (510) 551-9963 TEL, (415) 618-0855 x 1004 E-MAIL: DMCGINN@COMMSULT.COME-MAIL'. TRISTEN@TIPACOUSTICS.CO E-MAIL: TOBIAS@BANKSLANDLCOM STRUCTURAL ENGINEER: TO GENERAL CONTRACR: MURPHY BURR CURRY COG BUILDERS 85 SECOND ST, STE 5" 24 EXECUTIVE PARK #150 SAN FRANCISCO, CA 94105 IRVINE, CA 92614 CONTACT: ZACK KARDON CONTACT: ELIZABETH SILLS TEL (415) 546-0431 X1i TEL: (949) 892-3510 E-MAIL ZKARDON@MBCSE.COM E-MAIL ESILLS@CDGBUILDERS.COM MEPSHEET INDEX TITLE -000 1 ELECTRICAL COVER SHEET -001 GENERAL NOTES -002 ELECTRICAL SPECIFICATIONS -003 ELECTRICAL SPECIFICATIONS' -004 TITLE 24 COMPLIANCE -005 ELECTRICAL SINGLE LINE DIAGRAM I -100.9 ELECTRICAL POWER DEMOLITION P N-LEVEL 09-OVERALL E-101.10' ELECTRICAL POWER DEMOLITION P N-LEVEL 10-OVERALL -102.9 ELECTRICAL LIGHTING DEMOLITION PLAN - LEVEL 09-OVERALL -103.10' ELECTRICAL LIGHTING DEMOLITION LAN - LEVEL 10-OVERALL -110.9 ELECTRICAL POWER PLAN - LEVEL 09 OVERALL -110.9A ELECTRICAL POWER PLAN -LEVEL09 SEGMENTA -110.98' ELECTRICAL POWER PLAN - LEVEL 09 SEGMENT -111.10'. ELECTRICAL POWER PLAN - LEVEL 10 OVERALL -111.10A ELECTRICAL POWER PLAN -.LEVEL 10 SEGMENT -1I1.10B. ELECTRICAL POWER PLAN - LEVEL 10 SEGMENT -112 ELECTRICAL POWER PLAN -ROOF -OVERALL -120.9 ELECTRICAL LIGHTING PLAN - LEVEL 09-OVERALL -120.9A ELECTRICAL LIGHTING PLAN - LEVEL 09- SEGMENT A. -120.98` ELECTRICAL LIGHTING PLAN - LEVEL 69- SEGMENT B -121.10' ELECTRICAL LIGHTING PLAN - LEVEL yO- OVERALL - -121.10A ELECTRICAL LIGHTING PLAN - LEVEL 10- SEGMENT A -121.108 ELECTRICAL LIGHTING PLAN - LEVEL 10- SEGMENT B -500 ELECTRICAL DETAILS -700 ELECTRICAL SCHEDULES -701 ELECTRICAL SCHEDULES. -000 PLUMBING COVER SHEET -001 PLUMBING GENERAL NOTES -002 PLUMBING SPECIFICATIONS -003 PLUMBING SCHEDULES -100.9 PLUMBING. DEMOLITION PLAN -.LEVEL 09-OVERALL. -100.9A PLUMBING DEMOLITION PLAN- LEVEL 09- SEGMENT A -300.9E PLUMBING DEMOLITION PLAN - LEVEL 09- SEGMENT B -101.10 PLUMBING DEMOLITION PLAN - LEVEL 10-OVERALL -101.10A PLUMBING DEMOLITION PLAN - LEVEL 10- SEGMENT A -101.10E PLUMBING DEMOLITION PLAN - LEVEL 10- SEGMENT B -110.9 PLUMBING DOMESTIC WATER PLAN' -LEVEL 09-OVERALL -110.9A PLUMBING DOMESTIC WATER PLAN - LEVEL 09- SEGMENT A -110.9E PLUMBING DOMESTIC WATER PLAN - LEVEL 09- SEGMENT B -111.10 PLUMBING DOMESTIC WATER PLAN' -LEVEL 10-OVERALL -111.10A PLUMBING DOMESTIC WATER PLAN - LEVEL 10- SEGMENT A -111.108 PLUMBING DOMESTIC WATER PLAN - LEVEL 10- SEGMENT B -120.9 PLUMBING WASTE &VENT PLAN - LEVEL D9-OVERALL -120.9A PLUMBING WASTE .&VENT PLAN - LEVEL 09- SEGMENT A:. -120.98 PLUMBING WASTE &VENT PLAN - LEVEL 09- SEGMENT B -121.10 PLUMBING WASTE &VENT PLAN - LEVEL 10-OVERALL -121.10A PLUMBING WASTE &VENT PLAN- LEVEL 10- SEGMENT -121.10E PLUMBING WASTE &VENT PLAN - LEVEL 10- SEGMENT B -122 PLUMBING ROOF PLAN -500 PLUMBING DETAILS -600 PLUMBING RISER DIAGRAMS IT SHEET INDEX NO. TITLE -000.0 TELECOM COVER SHEET -100.0 TELECOM PLAN - GROUND FLOOR -100.9 TELECOM PLAN - FLOOR 9 -100.10 TELECOM PLAN - FLOOR 10 -120.9 TLEECOM RCP - FLOOR 9 -120.10' TELECOM RCP - FLOOR 10 -401.0 TELECOM ENLARGED PLAN -TR FLOOR 9 -402.0 TELECOM ENLARGED PLAN -TR FLOOR 10 -501.0 TELECOM DETAILS 1-502.0 TELECOM DETAILS -503.0 TELECOM DETAILS -601.0 TELECOM DETAILS AV SHEET INDEX NO. (TITLE V-00.000 AV DRAWING INDEX& RESPONSIBILITY SCHEDULE V-00.001 AV SYMBOLS LEGEND&NOTES V-00.002 AV KEY PLAN FLOORS 9 AND 30 V-00.501 AV EQUIPMENT MOUNTING DETAILS'-1 V-00.502 AVE EQUIPMENT MOUNTING DETAILS' O -2I V-00.503 AV EQUIPMENT MOUNTING DETAILS!-3 V-00504 AV EQUIPMENT MOUNTING DETAILS-4 V-00.505 AV EQUIPMENT MOUNTING DETAILS,-5 V-00.506 AV EQUIPMENT MOUNTING DETAIL5-6 V-00.507 AV EQUIPMENT MOUNTING DETAILS;-7 !{V-01.101 AV ELECTRICAL PLANS TRAINING ROOM LOTH FLOOR V-02.101 AV ELECTRICAL PLANS 11-PERSON LARGE VC ROOM 9TH AND 1OT41 FLOORS V-03.101 AV ELECTRICAL PLANS 7-PERSON MEDIUM VC ROOM 9TH AND LOTH FLOORS V-04.101 AV ELECTRICAL PLANS 7-PERSON DESKTOP VC ROOM LOTH FLOOR V-05.101 AV ELECTRICAL PLANS 5-PERSON DESKTOP VC ROOMS 9TH AND 10TH FLO A V-08.101 AV ELECTRICAL PLANS OPEN AREAS AND PANTRYS9TH FLOOR V-09.101 AV ELECTRICAL PLANS OPEN AREAS, QANTRYS, & HUB LOTH FLOOR ARCHITECTURAL SHEET INDEX NO. I TITLE G-000 I COVER SHEET G-010 ABBREVIATIONS & SYMBOLS, TYPICAL MOUNTING HITS& BID ALTERNATE LIST G-011 ACCESSIBLE DETAILS G-020 GENERAL NOTES & SPECIFICATIONS G-021 GENERAL NOTES & SPECIFICATIONS G-022 GENERAL NOTES & SPECIFICATIONS G-030 CALGREEN BUILDING STANDARDS, NON RESIDENTIAL G-040.9 EXITING PLAN, OCCUPANY SCHEDULE & DETAILS - FLOOR 9 G-040.10 EXITING PLAN, OCCUPANY SCHEDULE&DETAILS - FLOOR 10 A409 DOOR HARDWARE & NOTES & DOOR SCHEDULE - FLOOR 9 A-010 DOOR SCHEDULE - FLOOR 10 A-030 UGHT FIXTURE SCHEDULE A-300.9 CONSTRUCTION PLAN - FLOOR 9 A-100.10 CONSTRUCTION PLAN - FLOOR 10. A-120.9 REFLECTED CEILING PLAN - FLOOR 9 A-120.10 REFLECTED CEILING PLAN - FLOOR 10 A-121 ENLARGED RCP A-140.9 POWER &SIGNAL PLAN-. FLOOR A-140.10 POWER &SIGNAL PLAN -FLOOR 10 A-150.9 FLOOR FINISH PLAN - FLOOR 9 A-150.10 FLOOR FINISHES PLAN - FLOOR 10 A-160.9 WALL FINISH PLAN - FLOOR 9 A-160.10 WALL FINISH PLAN - FLOOR 10 A-200.09 INTERIOR ELEVATIONS - FLOOR 9 A-201.09 INTERIOR ELEVATIONS - FLOOR 9 A-210.10 INTERIOR ELEVATIONS - FLOOR 10 A-211.10 INTERIOR ELEVATIONS- FLOOR 10 A-300 INTERIOR ELEVATIONS - TYPICAL A-301 INTERIOR ELEVATIONS -TYPICAL A-600 PARTITION DETAILS A-601 PARTITION DETAILS A-610 CEILING DETAILS A-611 CEILING DETAILS A-620 DOOR& GLAZING DETAILS A-630 MILLWORK DETAILS A-631 MILLWORK DETAILS A-640 FINISH DETAILS POT SHEET INDEX- REFERENCE ONLY NO. TITLE AG0.015 SITE PLAN- FOR REFERENCE ONLY ADO.016 SITE PLAN- FOR REFERENCE ONLY A00.017 SITE PLAN- FOR REFERENCE ONLY A3.20 SITE PLAN- FOR REFERENCE ONLY A3.21 EXISTING FIRST FLOOR PLAN -REFERENCE ONLY A1.30 DETAILS -REFERENCE ONLY A3.32 ACCESSIBILITY DETAILS - REFERENCE ONLY A-0.7.9 9TH FLOOR ENLARGED RESTROOM PLANS- FOR REFERENCE ONLY A-0.7.10 10TH FLOOR ENLARGED RESTROOM PLANS - FOR REFERENCE ONLY A-10.0 DOOR DETAILS AND ELEVATIONS- FOR REFERENCE ONLY 10.3 OCCUPANCY AND EGRESS PLAN -REFERENCE ONLY 10.6 ENLARGED RESTROOM PLAN & ELEVATIONS 16.2 ENLARGED ELEVATOR PLAN & DETAILS STRUCTU RAL SH EET I N DEX NO. TITLE SI00 STRUCTURAL NOTES, 10TH FLOOR FRAMING PLAN AND DETAILS MEP SHEET INDEX NO. TITLE M-000 MECHANICAL COVER SHEET M-001 MECHANICAL GENERAL NOTES M-002 MECHANICAL SPECIFICATIONS M-003 MECHANICAL SPECIFICATIONS M-004 MECHANICAL SCHEDULES M-100.9 MECHANICAL DEMOLITION PLAN - LEVEL 09-OVERALL M-100.9A MECHANICAL DEMOLITION PLAN - LEVEL 09- SEGMENT A M-100.913 MECHANICAL DEMOLITION PLAN - LEVEL 09- SEGMENT B M-101.10 MECHANICAL DEMOLITION PLAN - LEVEL 10-OVERALL M-101.10A MECHANICAL DEMOLITION PLAN - LEVEL 10- SEGMENT A M-101.108 MECHANICAL DEMOLITION PLAN - LEVEL 10- SEGMENT B M-110.9 MECHAN ICAL ZONING PLAN LEVEL 09-OVERALL M-111,30. MECHANICAL ZONING PLAN LEVEL 10-OVERALL M-120.9 MECHANICAL HVAC PLAN - LEVEL 09-OVERALL M-120.9A MECHANICAL HVAC PLAN - LEVEL 09- SEGMENT A M-120.913 MECHANICAL HVAC PLAN - LEVEL 09- SEGMENT B M-121.10 MECHANICAL HVAC PLAN - LEVEL 10-OVERALL M-121.10A MECHANICAL HVAC PLAN - LEVEL 10- SEGMENT A M-121.1013 MECHANICAL HVAC PLAN - LEVEL 10- SEGMENT B M-122 MECHANICAL HVAC PLAN - ROOF - OVERALL M-400 MECHANICAL ENLARGED PLANS M-500 MECHANICAL DETAILS M-501 MECHANICAL DETAILS M-700 MECHANICAL CONTROLS M-702 RMS DETAILS M-703 RMS DETAILS M-704 RMS LEVEL 09 FLOOR PLAN M-705 RMS LEVEL 10 FLOOR PLAN M-901 ITITLE 24 COMPLIANCE M-902 ITITLE 24 COMPLIANCE MMOSERASSOCIATES 115 SANSOME STREET, SUITE 1100 SAN FRANCISCO, CA UNITED STATES 94104 TEL: 415 829 1800 WWW.MMOSER.COM NO. DATE DESCRIPTION 05.28.21 DESIGN DEVELOPMENT 06.23.21 100% DO REVI 07.16.21 PERMIT/PRICING SET 08.D4.21 100%CD 2 09.21.21 PLAN CHECK RESPONSE/IFC 4 10.21.21 PLAN CHECK RESPONSE U2 5 10.28.23 PLAN CHECK RESPONSE H3 PROJECT NAME 4000 MACARTHUR BLVD. NEWPORT BEACH, CA 92660 DRAWING TITLE COVER SHEET FLOOR NO. DRAWING NUMBER �`�o eoDoEwuhrEn G-000 2s PAGE NUMBER eFCA t OF DRWN BY CHECKED BY PROJ. NO. Author CheckerI OS-1164 I. F N B A ti EGRESS PLAN - 9 8 71 6 111 4 `5 , 4� , _ - '22' - 6" 22'-6 HOE FFI E 904 22'-6 903 �_ F� 27, gPE 90 F ICE.HALLOWAY C OSAT 27 H 07CE.____—PRE ACT— - - .__,, — '- -__.._._.'I` —_ , . —__ ..__— _ - C SET COPY EL 98 R 901 ® PANTRY I�, If it j { °� i ill .jl�l �-�I I-.., -J. 1 .�,I 393SSP /�....✓�?` �-i - I 1. �`� I :,..--!,+� _.j-,-� ^n A% EGRESS PAT H • 1)61 MAX.EGRESS PATH 130.0" � � � •� 27 PANTRY 16 — x r 22' - 6" +T •� , � �, l Ar.. Lill trr. U i — 910 1 FOCUS -z OFFICE 9N OFF CI OPE915 I it — r ^: € • w.,g •--, -_ l t ,{y N` ELEV. 0 BY p y 3 ICt�J",n'�`�' G /' iP'J ��•• � 4 �YF 9 �yY.tj .l. ' E F4 try 03 Fr Ia^ (✓ t� - a I 11''I' :. ( tl �� ' Qz 900 4' �,19 a I _� E ' OFF CE J �.} .I • ONP� x s I. a\aG D I� 4„ 1 F- 4 11 ,F� III 'il �`r4 EXIT SEPa 3AT10N_10 T°` 15k-� RE983M.. RE 984M I J'- .fir g ®IEI l r 0914 I3 E%IT o3 34 HA� LWA Y ® — 7�-- --= =-- ---- — — --------------�----�� +--- -- r' 9 09 01 ' - T u L ` r — LJ 1 ... �oz ..« i 9eP�8ATIONN.5a 7 �T ix _ — L' E —SUITE 6 1 HALLWAY as os XIT 1 N —— I I— 1 r �96.,1a' I L a GON DIA p1' SUITE A IF Li =- —1— ------ — -- l :l o FEc )3 E V L . �,.-cam — — — - J I "'a'r` PANTRY 61 hl Ir �� 92 Ge 9166E FURTHEST €ST T T I t I t 111 f .3f ' 1 "u'7 \V �'. - C II. v MICRO MARKET �n J L '1 v OTHERSRVEST. RESTING 798-2SUITE A OPEN OFFICE FOCUS F CU ICE 0 F CE 0 FILE Fg�US F CUS FOCUS FOCUS S U ITE B P. ST R. ® ® 951 941 942 943 946 47 El, 921 nev nerve tniwrE nnrn Tnem �r_rnuc FLOOR 9 - A OCCUPANCY SCHED. ROOM NAME ROOM NO. AREA (SF) LOAD FACTOR OCCUPANT LOAD PANTRY 920 316 15 SF 22 MED. CONF. 931 229 IS SF 16 Li CORP. 932 261 15 SF 18 PANTRY 960 393 155 2 F MMOSERASSOCIATES 1200 83 EGRESS CALCULATIONS 115 SANSOME STREET, SUITE 1100 SAN FRANCISCO, CA UNITED STATES 94104 TEL: 415 AREA SQ. FT. OCC. LOAD W W W.MMOSER.COM ASSEMBLY(1:15) 1,200 SF 83 OCC. OFFICE(1:150 GROSS) 14,390SF 96 OCC. 'BUILDING 'CORE 2,826 SF TOTAL 18,416 SF 179 OCC. (2) EXITS REQUIRED/ PROVIDED. STAIR WIDTH 31 REQD(179 OCCS. X.2) (2)46 PROVIDED DOOR WIDTH 26.85 REQD.(179 OCCS. X.15) (2)32" PROVIDED ISSUE RE N0. DATE DESCRIPI 05.28.21 DESIGN L 06.23.21 100%DO N TE: EXISTING STAIR ALLOWS 460 MAX. OCCUPANTS PER FLOOR, 07.16.21 PERMIT/ 08.04.21 100%CD 2 09.21.21 PLAN CHI PLUMBING FIXTURE CALCULATIONS 4 10.21.21 PLAN CHI PER CPC TABLE 422.1.2019 15,590 SF / 200 = 78 OCCUPANTS (39 FEMALE & 39 MALE) WATER CLOSETS 4 FEMALE / 2 MALE REQ'D. 3*FEMALE /2 MALE PROVIDED URINALS 1MALE REQ'D... 1 MALE PROVIDED LAVATORIES 2FEMALE /2 MALE REQ'D. 2FEMALE /2 MALE PROVIDED DRINKING FOUNTAINTS 1l D. 2 WATER STATIONS ARE PROVIDED OTHER 1 SERVICE SINK RE". 1 SERVICE SINK PROVIDED 'EXISTING FACILITIES REMAIN, NO CHANGE (2)ALL-GENDER SINGLE OCCUPANT RESTROOMS W/WATER CLOSET &LAVATORY ARE PROVIDED IN ADDITION TO THE QUANTIES SHOWN IN THE CALCULATIONS ABOVE. LEGEND KEYNOTES oa (E)ELEV. LOBBY DOORS ARE ON 180 DEGREE HOLD -OPEN A&EXIT DEVICES TIED TO THE BUILDING FIRE ALARM SYSTEM DURING EXIT DOOR BUILDING HOURS. NO LOCK& ACCESSIBLE COMPLIANT-- EXIT ROUTE HARDWARE, READILY OPENABLE FOR EGRESS AFTER-HOURS. oa TACTILE EXIT ROUTE SIGN, SEE DTL. 1/G-011 FURTHEST EXIT DISTANCE (300'-0"MAX.) 03 (E) TACTILE EXIT STAIR SIGN, VIE. SEE DTL 5/G-O31 —•••—•••— LONGEST COMMON PATH (100i-W MAX) oa (N) CARD READER ACCESS CONTROLED SUITE ENTRY DOOR. ---- FURTHEST POINT FROM FEC(75'-0"MAX.) MAINTAIN.(E)FREE ENTRY/ EXIT DOOR PLAN SOUTH. - — - - SUITE DELINEATION os (E) ACCESSIBLE INTERCONNECTING STAIR & GUARDRAILTO REMAIN. Rioo (�rvuwa.5 ROOM TAG Gs (E) PERMANENT, FIXED ACCESSIBLE CANE DETECTION RAIL Gc BELOW STAIR TO REMAIN. ROOM OCCUPANT LOAD w MAX. OCCUPANT ROOM SIGN NEAR MAIN EXIT DOOR; os CUMULATIVE OCCUPANT LOAD SEEDTL. 9/G-011 � 1 HR FIRE RATED WALL O PANTRY PROVIDES MIN. S%OF EACH SEAT TYPE TO BE IL ACCESSIBLE COMPLIANT. ALL TABLES & COUNTERS IN THE 2HR FIRE BARRIER PER CBC 707.3.4 DESIGN ARE ACCESSIBLE HEIGHT.. r� FIRE EXTINGUISHER CABINET(FEC). O 2HR EXIT PASSAGEWAY W/ 60 MIN. RATED DOOR & FRAME. PROVIDE COMPLIANCE FOR DOORS IN VESTIBULE PER CBC EXITSIGN 91 AND 909.20.2.2. MAINTAIN COMPLIANT. PRESSURE (BLACK FILLTO INDICATE ILLUMINATED FACE, DIFFERENCES FOR VESTIBULE PER DEC 91 PROVIDE, ARROW QTY/ DIRECTION AS SHOWN WO) SMOKE CONTROL TESTING AS REQUIRED BY THE AHJ. sG (E) STAIR OPENING TO REMAIN, NO CHANGE. PROJECT NAME 4000 MACARTHUR BLVD. NEWPORT BEACH, CA92660 DRAWING TITLE EXITING PLAN, OCCUPANY SCHEDULE & DETAILS - FLOOR 9 FLOOR NO. 09 DRAWING NUMBER .7 G-040.9 =s oFc oF�- PAGE NUMBER OF DRWN BY CHECKED BY PROD. NO, Author Checker 08-1164 •�w..,.u.,.saAwm nM,.a.,ann.«a,.�.."n•. �,ee�.u"wu».,m.. M•"m�.,.,..a.ma�,.w.•.wnM.aa.wi"rr 9) B) 7i 6 i 1.4 5 )C 3 . ., SHEET NOTES •��, H OFFFFIICE OF ICE OP HALLWAY 05E !� H�90 E T PRE -ACT. 91 gT .�I-...�.. 905FICE 904CE OSETC 06 ELECT. TR VE T. 901B 906 986 Fir C(�LJ 1p 1. REPAIR OR REPLACE DAMAGED OR MISSING GYPSUM BOARD ON EXISTING PARTITIONS AND COLUMNS, MATCH EXISTING PARTITION TYPE AND FINISHES. ''-- -- N/ 2. -- - PROVIDE MINOR SELECTIVE DEMOLITION ON LOOSE BUILDING PARTITIONS AS NECESSARY TO CARRY- OUT AND COMPLETE WORK PER CUTTING AND PATCHING REQUIREMENT. MAINTAIN BASE BUILDING - 3. PARTITION STC RATING AND FIRE RATING, PATCH AND REPAIR AS REQUIRED, PROVIDE FIRE PROOFING/ FIRE ASSEMBLY BELOW SLAB WHERE WALL AND FLOOR PENETRATION OCCU RS TO MAINTAIN FIRE RATING REQUIREMENT, TL A MMOSERASSOCIATES PANTRY A-zo1.o a 4. S. 6. PROVIDE BACKING AS NEEDED TO SUPPORT WALL HUNG ITEMS INCLUDING, BUT NOT LIMITED TO, SIGNAGE, EQUIPMENT, AND FURNITURE. ALLCODE REQUIRED SIGNAGE IS BY GC 115 SANSOME STREET, SUITE 1100 SAN FRANCISCO, ®9 i 7. NON -CODE REQUIRED SIGNAGE PROVIDED AND INSTALLED BVTENANT. ALL MILLWORKTO BE MADE MODULAR WITH FINISHED CA UNITED STATES 94104 TEL: 4158291800 S. ENDS BETWEEN SECTIONS. ALL PARTITIONS WITH ACOUSTIC BATTING TO BE SOUND RATED. HVAC WWW.MMOSER.COM EQ EQ PENETRATIONS TO BE HARD DUCT AT PARTITON AND FLEX TO DIFFUSERS, 8'-10" ] 2 -0 � R 0" MINE ll. 2 9. INCLUDE SOUND BOOTS, SEE MECH. DWGS. FOR MORE INFORMATION. ALL WORK SHOULD COMPLY WITH LANDLORD'S TENANT CONSTRUCTION STANDARDS ("TCS") ANY PANTRY �� 904 Bob 90 �`"'----- ] 90] BOB m CONFLICTS BETWEEN THE DRAWINGS AND THE TCS SHOULD BE VETTED WITH LANDLORD VIA RFIL A-200.09 10. PROVIDE IN -WALL BLOCKING AT DISPLAY LOCATIONS. REFER TO ELEVATIONS AND A/V DRAWINGS u+ 12 mve f '= 09 L. ® vm ;� stt 0-0US 11, ROUGH -IN BOXES (E.G., ELECTRICA4 TELECOM, HVAC, AV, OTHERS) a. EACH ROUGH -IN BOX SHOULD BE SERVED WITH AN INDEPENDENT CONDUIT N 05 oe Q z 10 9 pS00 A2oo.0 O 8 '3 T FOCUS m ®. RUN. b. FULLY WRAP ALL BOXES WITH ACOUSTICAL PUTTY PADS; WHERE NECESSARY FOR LARGER ROUGH- INS, SUCH AS IN -WALL AV BACKBOXES, USE MULTIPLE OVERLAPPING PADS ' `qc EST. c. AVOID BACK-TO-BACK INSTALLATIONS; WHERE BACK-TO-BACK CONDITIONS ARE REQUIRED, ISSUE REVISIONS 9s5 901A 9U6 in u $ 1x OFFICE `� ! 912 ENCLOSE ONE ROUGH -IN BOX IN GYPSUM BOARD SEALED AIRTIGHT WITH ACOUSTICAL CAULK. d. DO NOT EXCEED ONE ROUGH -IN BOX PER STUD BAY. e. PROVIDE A MINIMUM 24" OFFSET WHERE VERTICALLY STACKED ROUGHWNS NO. DATE DESCRIPTION OFFICE 900A 2 9 aam OPEN OF O ICE 12. ARE REQUIRED. HEAD CONDITIONS 05.28.21 DESIGN DEVELOPMENT ® A -zoo. 14- 990A - )! 3 912 I 915 a. ALL NEW ACOUSTICAL ASSEMBLIES SHOULD EXTEND FULL HEIGHT TO THE DECK ABOVE, 100%DD REV( ELEV. LOBBY �II! I b. PARTITION JUNCTIONS AT FLUTED DECKS ORJOIST BAYS SHOULD BECASTLE-CUT THEN CAULKED PERMIT/PRICING SET DB.23.21 100%CD 4'-11' 913 0913 OR PACKED WITH HIGH -DENSITY BATT INSULATION AND SEALED AIRTIGHTWITH ELASTOMERIC 2 09.21.21 PLAN RESPONSE/ITC 9 JSPRAY. '13. 3 10.08.21 BULLETIN 01 OFFICE OF C o a A30i 11. ___ 6 3 MAINTAIN ACCESSIBLE TURNING SPACE &DOOR CLEARANCE, TYR. ALL ROOMS, SEE SHEET G-0I1 FOR TYPICAL ACCESSIBLE DETAILS. ,4 10.21.21 PLAN CHECK RESPONSE#2 L955441 NESTRM. RE RM 14. VERIFYALL( E) PARTITIONS & COLUMNS @ ACOUSTIC ROOMS ARE UPGRADED TO MAINTAIN CONT, 5 10.28.21 PLAN CHECK RESPONSE 954 90H 9803 9831 z O9 15. ACOUSTIC ISOLATION AS SPECIFIED (VERIFY INSULATION, SHEATHING, &SEALANT).. WHERE CONSTRUCTION 953 9mB (N) MEETS (E), FLUSH ALIGN PARTITIONS UON. OFFICE 10 A-300 9 O 12 HALLWAY. 24" ® V I T-0"VF30" 4 1 - z 2 914 CONSTRUCTION LEGEND ! 9 932 2 Ik MIN E \90 6 6 3 � W --'"---- SEE G-010 FOR ADD'LSYMBOLS&ABBREVIATIONS&G-01I FOR ACCESSIBLE DOORCLEARANCES.O OP h "o _ 11 -4 _3 900'4N 11--.4' 930 hio2 LI up " I m ro � Bz � oz 9 fi 3" 9203 w os L� NAME ROOM TAG NEW MILLWORK 3__. 3_11'38'__ a �II�® T 7 �__ __ ___ 3 15® 2 A-20010 AREA NOT IN CONTRACT DOOR TAG 95z 2 951 0'3'9 0 1 Paz 943 HA 30AY I L T zao u m EXISTING WALL � PARTITION TAG fi z � -E ___,k_ Q 5'-0".M N EA _ --I A1z 20009 m m 3 \ / s4oe-0' �I 9u s xo0.as zov P TRY NEW WALL F.E.C. FIRE EXTINGUISHER Q 3 mi ..Paz y 0 RELOCATE OR PROVIDE NEW WHERE 1 1-HOUR RATED PARTITION DESIGNATED (R). ACOUSTIC PARITIONS SEE DTL. 5 / A-601 2SIM 2 CHI�I, 2-HOUR RATED PARTITION Q _1p 9 ! 5'-0"D . ACCESSIBLE TURNING IA Aaao 4 A.Boo 1 1 Sao. Oa mi a.. 3 : �{ MICRO ®. FRAMED GLAZING .' SPACE Pas . 9W 99]. 948 03 �. FRAMELESS GLAZING / 2 EQ. _ _! (4) - PARTITION SCHEDULE �� A - .. 4 5 -0" M A. RM. VEST. O HERS RESTING 1 NP. '., _ MARK DESCRIPTION DTL. REF. 981 981 98 D3 ' 1 6' ABOVE CLG.HT. PARTITION- (1) LAYER GYP. BD. BOTH SIDES I/A-600 OPEN OFFICE 940 F C F US 952 951 FFI E 0 ICE FOCUS FOCUS 941 942 9 3 ® 946 FOCU MED. CONE. II R P. 948 T 2 FULL ff. PARTITION- (1)LAYEROP.ED. BOTH SIDES, ACOUSTIC PAIR. W/CONT. BATT 2/A-500 INSULATION 19311 :� 932 921 '.. 3 FULL HI'.PARTITION-III LAYERGP.RD. ONE SIDE, (2)IAYEflS GYP BOARD ONE SIDE, 3/A600 FLEX OFFICE LOUNGE Q ACOUSTIC PART.W/CONi. BATTINSULATION 944 L[j2BJ 4A FULL HT. PARTITION -(1)LAYERGYP.ED. ON RESILIENT CLIPS ON ONE SIDE, (1)LAYER GYP. 4/A-600 BD. OTHER SIDE ACOUSTIC PAGT.W/ CONT, BAIT INSULATION ONSTRUCTION PLAN-FLOOR9 CTT - SA FULL W.PARTITION - III UWERGYP.ED. ON RESILIENT CLIPS ON ONE SIDE, I2I LAYERS GYP. 5/A-600 1 INSULUION HC (FURRING 6 PARTIAL -(1)LWERGP. BD WITH CONTN UOUS GATT INSUILATION 6/AE00 ',. Al ] CLG. HT. PARTITION -11J LAYER W. BD. BOTH SIDES 7/A-600 a 2 HR. FIRE BARRIER - FULL U. PARTITION -I2I LAYERS TYPE'X'GYP. BD BOTH SIDES, W/ B/A600 ' CUNT. BATT4NSULAFION 9 LOW HT. AV PARTITION- III LAYER GYP. BD. 9/4-600 KEYPLAN ! El ADD I LAYER GYP. BD. TO EXISTING PARTITION E1/A-MI E2 ADD I MYER OF GYP. BD. EA, SIDE OF EXISTING PARTITION E2/A-fi01 - 2 E3 ADD FURING WALLTO EXISTING PARTRION ON STRUCTURALLY INDEPENDENT STUDS E3/A-601 .. E4 JADD 1 AYER GYP. BD. TO EXISTING FURRING M/A-601 CONSTRUCTION PLAN KEY NOTES - (E) 2 HR. RATED STRUCI'. CONC. FUR. 3 J 2 (E) 2 HR. RATED STRUCT. CONC. FUR. �_ 01 REPLACE OUTER GYP.ED. LAYER WITH CEMENTITIOUS BACKER BOARD FOR TILE AND WET WALLAPPLICATION. FOR TILE WALL & FLOOR INSTALLATION SEE DLT. 4/A-640 LOTH FUR _ _ T im IOTH_FLR .oz (N) CUSTOM RECESSED CONDIMENTTRAV & INSERTS BYGC, SEE INT. ELEV. & DTL. 5 /A-631 °- 13'-0" �` ...• .--` -' -..- 13'-0� 03 PROVIDE DBLSTUDS@ HEAVY DUTYAV DISPLAY. LOCATIONS, WHERE PLYWD. BACKING IS. PROD ECT NAME (E) 2HR. RATEDSTRUCT. FRAMING; (E) 2 HR, RATED STRUCT. FRAMING; (E) MECH.TRUNK DUCT TO REMAIN; VERIFY REQ'D,:SUBSTITUTE INNER LAYER 5/8" GYP, W/5/8" PLYWD. MAINTAIN ACOUSTIC RATING. 4000 MACARTHUR BLVD, PATCH& REPAIR ANY DAMAGE TO (E) 9 TTP. -(E) MECH. DUCT BEYOND PATCH& REPAIR ANY DAMAGE TO (E) TMP 2HR. FIRE WRAP OR GYP. BD. LAGGING, FOR WALL BACKING, SEE AV DWGS &DTL. 8/A-601 NEWPORT BEACH, CA 92660 FIRE PROOFING TO MAINTAIN RATING A-511 ,, FIRE PROOFING TO MAINTAIN RATING q a6 SEAL PENETRATION CONT. AS SPEC'D. !a4 MICROMARKET EQUIPMENT & CABINETS OSCI, SEE ELECT.& AV DWGS. FOR RELATED SCOPE. •.'.-.: ,: ,'.• ... '.., '.., ..•: "• ..^..- (E) FIRE SPRINKLER PIPING & ELECT. DRAWING TITLE (E) FIRE SPRINKLER PIPING & ELECT. CONDUITSWO; ALL PENETRATIONS dos PROVIDE DIRECT PLUMB. CONNECTIONSTO EQUIP- SEE PSP, INT., ELEV. &PLUMB. DWGS CONDUITS WO, ALL PENETRATIONS ARE SEALED W/NON-HARDENING FOR ADD'L INTO. ARE SEALED W/NON-HARDENING LOOR/CLG. ASSEMBLY, FIRESTOP, SEE DTL. 6-/-A-601 CONSTRUCTION PLAN - FLOOR 9 FIRESTOP, SEE DTL. 6-/-A-601 SEEDET IL 9/AED SEE DETAIL 9/A-611 (N)2HR. RATED FLOOR CLG. ASSEMBLY, 06 PROVI DE PLYWD. BACKING ON SELECT WALLS IN EQUIP. ROOMS, SEE TELCOM DWGS. FOR (E) 2 HR. FIRE BARRIER TO REMAIN SEE DETAIL( 9/A-611 EXACT SPEC &LOCATION, (N) SCHED. 90 MIN. DOOR & FRAME (N) SURFACE MT. LIGHT FIXTURE WO (N) SCHED. 90 MIN. DOOR &FRAME ,L (N) SURFACE MT. LIGHT FIXTURE WO w. PROVIDE I/2" LAMINATED GLASS AT DOORS& SIDELITE THIS ROOM. (N) 2 HR. RATED FIRE BARRIER, WO SEE PLAN FOR LAYOUT; CONT, FROM FLOOR TO (N) ELECTRICAL BOX FOR REQ'D. U (N) 2 HR. RILTED FIRE BARRIER, WO SEE oe PROVIDE CUTOUT IN COUNTER FOR DROP -IN DRAIN AT COFFEE BREWER, SEE ELEV. & MW DTL FLOOR NO. DECK, SEE SCHED. PARTITION TYPE FOR � CONTROLS; BACKING PLAN FOR YOUTJ . FROM FLOOR CONT. O 9 NOTES &INFO TYR. PER CBC 714.4.2, SEE DTL. 4-4-601 ! !•� TO DECKS E SCHED. PARTITION TYPE Dq O A-12 BULLETIN BOARD MOUNTED TO WALL. SEE SCHED, SHEET A-301 FOR SPEC. - DRAWING NUMBER FOR NOT &INFO TYP, �- -' -" � 9TH FLR - - � � - -� �" 9TH F R _, il0 SHELF W/COATROD, SEE DTL I7/A-630 A-100.9 _ ,G �+�+"• (E) 2 HR. RATED STRUCT. CONC. FLR. (E)2HR.RikTEDSTRUCT.CONQFUR. a1 FULL HT. SHELVING, SEEDTL 18/A-630 12 2HR. FIRE RATED VESTIBULE. VERIFY PARTITIONS& ASSEMBLY TO MAINTAIN, EXTEND AS e zF o OF C If PAGE NUMBER REQO. WO. OF. n SECTION - N/S VESTIBULE FLOOR 9 SECTION - W/E VESTIBULE FLOOR 9 ! DRWN BY CHECKED BY PROD. NO. u 3/8"=1'-0" 3 3/8"=1'-0" - y, PARTITIONS MAY EXTEND 6" ABOVE FIN. CLG. (TYPE 1 ATTACHMENT) @ COPY 1051, PANTRY 1052&JANITOR 1053, SEE RCP. MAINTAIN ACOUSTIC CONSTR. AS SPEC'D BELOW FIN, CLG. Author Checker 084164 ma•,.m.ma"P„wam.m,,.,Nma..�,"amn:ae.e,a�,bw,,,,.� �'• 14 FURRED PARTITION, SEE INT. ELEV. FOR DIMENSIONED LAYOUT. 0 L E-- - 0 n� 3 ti 'J'3'd 1011 p. 59' - 7" �A;-- L - OBE OPEN OFFICE 1041 1040 c. CONSTIRUCTION PLAN - FLOOR IO (E) 2 HR. RATED FIRE BARRIER, WO SEE PLAN FOR LAYOUT; CONT. FROM FLOOR' DECK, SEE SCHED. PARTITION TYPE FOR NOTES & INFO TYP. 3 2 �7 { 6 SJ 1 ad30 105i 1091 CM O1 OPEN OffOOFFICE TECHO 90R. OPENOFFICEI FLEX OFFICE HALL 01AY 1a ICE i0 FICE SO F10 1S FOCUS ELECT. 9.2ER E 1�10P5 �0071 m 3 — 00 013 in ]1111 3 (3 Eq pdW 2. 3 2 23... 0 3 3 2 7a v Iw7 vow F.E.C.IRI 1DiR b 10 - 3 00 6 NI 2 1001 2 _- 6 I 2 7 _ T w 7'-0'� 2 yoyy HALLWAY ^ - I10901 g' o ' R -ACT. p� LL . , e zi0a0 mQ m 3 084 .nA-2aaa- z \ .,.,.,.. y VLF. ^IA 1w2 ns u—a B 1 AR I, m p� '•�.•B ILA III / WAN o • iSr7 El�At3 L 4 7 (E)11/2 HR. RATED STRUCT. CONIC. DECK _ ROOF n 26'--0' (E) FIRE SPRINKLER PIPING & ELECT. CONDUITS WO; ALL PENETRATIONS ARE SEALED W/ NON -HARDENING FIRESTOP, SEE DTL. 6 / A-601 (N) 2 HR. RATED FLOOR/ CLG. ASSEMBLY, SEEDETAIL 9/A-611 (N) SURFACE MT. LIGHT FIXTURE WO (E) 2 HR. RATED INTERIOR EXITSTAIR ENCLOSURE W/ 90 MIN. RATED DOOR ASSEMBLY TO REMAIN SOTH FLR_ n IT - 0, V (E) 2 HR. RATED STRUCT. CONC. FUR 2 SECTION - N/S VESTIBULE FLOOR 10 A- (E) 2 HR. RATED STRUCT. FRAMING; PATCH & REPAIR ANY DAMAGE TO (E) FIRE PROOFING TO MAINTAIN RATING (E) 2 HR. FIRE BARRIER TO REMAIN — FOCUS FOCUS -'-I 13 0 1 . SHEET NOTES 1 REPAIR OR REPLACE DAMAGED OR MISSING GYPSUM BOARD ON EXISTING PARTITIONS AND COLUMNS. MATCH EXISTING PARTITION TYPE AND FINISHES. 2. PROVIDE MINOR SELECTIVE DEMOLITION ONLOOSE BUILDING PARTITIONS ASNECESSARY TOCARRY- PARTITION STC RATING AND FIRE RATING, PATCH AND REPAIR AS REQUIRED. 3 PROVIDE FIREPROOFING/ FIRE ASSEMBLY BELOW SLAB WHERE WALL AND FLOOR PENETRATION OCCURSTO MAINTAIN FIRE RATING REQUIREMENT. 4. PROVIDE BACKINGAS NEEDED TO SUPPORTWALL HUNG ITEMS INCLUDING, BUT NOT LIMITED TO, SIGNAGE, EQUIPMENT, AND FURNITURE. 5 ALL CODE REQUIRED SIGNAGE IS BY GC 6 NON -CODE REQUIRED SIGNAGE PROVIDED AND INSTALLED SYTENANT. 7 ALL MILLWORKTO BE MADE MODULAR WITH FINISHED ENDS BETWEEN SECTIONS S. ALL PARTITIONS WITH ACOUSTIC BATTING TO BE SOUND RATED. HVAC PENETRATIONS TO BE HARD DUCT AT PAR71TON AND FLEX TO DIFFUSERS, INCLUDE SOUND BOOTS. SEE MECH. DWGS. FOR MORE INFORMATION. OFFICE 9. ALL WORK SHOULD COMPLY WITH LANDLORD'S TENANT CONSTRUCTION STANDARDS ("TCS")ANY CONFLICTS BETWEEN THE DRAWINGS AND THE TICS SHOULD BE VETTED WITH LANDLORD VIA RFI. 10. PROVIDE IWWALL BLOCKING AT DISPLAY LOCATIONS. REFER TO ELEVATIONS AND A/V DRAWINGS 11. ROUGH -IN BOXES E.G., ELECTRICAL, TELECOM, HVAC, AV, OTHERS). a. EACH ROUGH -IN BOX SHOULD BE SERVED WITH AN INDEPENDENT CONDUIT RUN. b. FULLY WRAP ALL BOXES WITH ACOUSTICAL PUTTY PADS; WHERE NECESSARY FOR LARGER ROUGH- _ INS, SUCH AS IN-WALLAV BACKBOXES, USE MULTIPLE OVERLAPPING PADS. OR c. AVOID BACK-TO-BACK INSTALLATIONS; WHERE BACK-TO-BACK CONDITIONS ARE REQUIRED, 1083 ENCLOSE ONE ROUGH -IN BOX IN GYPSUM BOARD SEALED AIRTIGHT WITH ACOUSTICAL CAULK. d. DO NOT EXCEED ONE ROUGH -IN BOX PER STUD BAY. e. PROVIDE A MINIMUM 24" OFFSET WHERE VERTICALLY STACKED ROUGH -INS ARE REQUIRED, 12. HEAD CONDITIONS a. ALL NEW ACOUSTICAL ASSEMBLIES SHOULD EXTEND FULL HEIGHT TO THE DECK ABOVE. b. PARTITION JUNCTIONS AT FLUTED DECKS OR JOIST BAYS SHOULD BE CASTLE -CUT THEN CAULKED OR PACKED WITH HIGH -DENSITY BATT INSULATION AND SEALED AIRTIGHT WITH EIASTOMERIC SPRAY. OFFICE 10 6 13 MAINTAIN ACCESSIBLE TURNING SPACE &DOOR CLEARANCE, TYP. ALL ROOMS, SEE SHEET G-011 FOR TYPICALACCESSIBLE DETAILS. 14 VERIFY ALL (E) PARTITIONS & COLUMNS @ ACOUSTIC ROOMS ARE UPGRADED TO MAINTAIN CONT. OPEN OFFICE ACOUSTIC ISOLATION AS SPECIFIED(VERIFY INSULATION, SHEATHING, & SEALANT) , 1015 0 1S. WHERE (N) CONSTRUCTION MEETS (E), FLUSH ALIGN PARTITIONS LOW OFFICE CONSTRUCTION LEGEND 11001177 SEEG010 FOR ADUL SYMBOLS&ABBREVIATIONS&G-OIL FOR ACCESSIBLE DOOR CLEARANCES. 0 NAME 0 ROOMTAG i NEW MILLWORK LED SF AREA NOT IN CONTRACT ® DOORTAG EXISTING WALL PARTITION TAG NEW WALL F.E.C. FIRE EXTINGUISHER ® RELOCATE OR PROVIDE NEW WHERE 1-HOUR RATED PARTITION DESIGNATED (R). ACOUSTIC PARITIONSSEEDTL. 5/A-601 2-HOUR RATED PARTITION 4 r ) 5'-0" DIA.ACCESSIBLE TURNING ® FRAMED GLAZING ...' SPACE o--o FRAMELESS GLAZING PARTITION SCHEDULE MARKDESCRIPTION DTL. REF. (E) 11/2 HR. RATED STRUCT. CONC. DECK _ ROOFS 26' - 0" V (E) FIRE SPRINKLER . PIPING & ELECT. CONDUITS WO; ALL PENETRATIONS ARE SEALED W/ NON -HARDENING FIRESTOP, SEE DTL. 6 / A-601 (N) 2 HR, RATED FLOOR / CLG. ASSEMBLY, SEEDETAIL 9/A-611 (N) SURFACE MT. LIGHT FIXTURE WO (N) 2 HR. RATED FIRE BARRIER, WO SEE PLAN FOR LAYOUT, CONT. FROM FLOOR TO DECK, SEE SCHED. PARTITION TYPE FOR NOTES INFO TYP. 10TH FUR IT .0' (E) 2 HR. RATED STRUCT. CONC.FUR. A^ L 1 GA MOVE DUE. HT. PgflTNION -IIj LAYER GYP. BID. BOTH SIDES 1/A300 3 FULL HT. PARTITION-j111AVER GYP. BID. BOTH SIDES, ACOUSTIC PART. W/CONY. R4T1' INSULATION 3/A-600 ' 3 ACO ST.PARTTON-(11LAVERGYSULATIONSIDE, (2) LAYERS GYP BOARD ONE 510E, ACOUSTIC PgRT.W/CONT.OATT INSULATION 3/A-600 4A FULL ff. PARTITION -11)LAYER GYP. BID. ON RESIDENT CLIPS ON ONE SIDE, j1j LAYER GYP BD. OTHER SIDE, ACOUSTIC PART. W/ CONT. BUT INSUTATION 4/A-600 5A FULL HT. PARTITION -(1)LAYER GYP. BD. ON RESILIENT CLIPS ON ONE SIDE, (2) LAYERS GYP. BD, OTHER SIDE, ACOUSTIC PAU.W/CONT. BUT INSULATION 5/4-600. 6 PARTIAL HT. FURRING -(1)LAYER GP. BD. WITH CONTINUOUS BATT INSULATION 6/A-600 7 CLG. W. PARTITION -IIj LAYER GYP. BD, BOTH SIDES 7/4-600 e 2 HR. FIRE BARRIER -FULL HT. PARTITION -(2) IAYERSTYPEV GYP. BD BOTHSIDES, W/ CONY. BAIT INSULATION B/A-600 9 LOW HT, AV PARTITION-(2) LAYER GYP. 50. 9/A-600 ES ADD I LAYER GYP. BD. TO EXISTING PARTITION E3/A-601 E2 ADDi L1YEROFGYP. BD. EA. 510E OF E%ISTNG PAflTITION E2/A-601 E3 ADD PU0.ING WALLTO E%)STING PARTITION ON ST0.UCPUPALLY INDFPENDfNT5TUD5 E3/Ad01 EL, ADDSIAVERGYP. BD. TO EXISTING FUP0.ING EL,/A-601 MMOSERASSOCIATES 115 SANSOME STREET, SUITE 1100 SAN FRANCISCO, CA UNITED STATES 94104 TEL: 415 829 1800 W W W.MMOSER.COM NO. I DATE IDESCRIPTION 05.28.21 DESIGN DEVELOPMENT 06,23.21 100%DO REVI 07.16.21 PERMIT/PRICING SET 08.04.21 100%CD 2 09.21.21. PLAN CHECK RESPONSE/IFC 3 10.08.21 BULLETIN01 4 10.21.21 PLAN CHECK RESPONSE#2 5 10.28.21 PLAN CHECK RESPONSE H3 CONSTRUCTION PLAN KEY NOTES 01 REPLACE OUTER GYP. BID. LAVER WITH CEMENTITIOUS BACKER BOARD FOR TILE AN D WET WALL APPLICATION. FOR TILE WALL& FLOOR INSTALLATION SEE DLT. 4/A-640 oz (N)CUSTOM RECESSED CONDIMENT TRAY&INSERTS BY GC, SEE INT. ELEV. &DTL. 5/A-631 w PROVIDE DEL. STUDS @ HEAVY DUTY AV DISPLAY LOCATIONS. WHERE PLYWD. BACKING IS PROJECT NAME REQ'D, SUBSTITUTE INNER LAYER 5/8" GYP. W/5/8" PLYWD. MAINTAIN ACOUSTIC RATING. 4000 MACARTHUR BLVD. FOR WALL BACKING, SEE AV DWGS & DTL. 8 /A-601 NEW PORT BEACH, CA 92660 O MICROMARKET EQUIPMENT&CABINETS OSCI, SEE ELECT.& AV DWGS. FOR RELATED SCOPE. O PROVIDE DIRECT PLUMB, CONNECTIONSTO EQUIP -SEE PSP, INT. ELEV.&PLUMB. DWGS DRAWING TITLE FORADD'L INFO. CONSTRUCTION PLAN - FLOOR Ds PROVIDE PLYWD. BACKING ON. SELECTWALLS IN EQUIP. ROOMS, SEETELCOM DWGS. FOR EXACT SPEC & LOCATION. 10 07 PROVIDE 1/2" LAMINATED GLASS AT DOORS& SIDEUTE THIS ROOM. O PROVIDE CUTOUT IN COUNTER FOR DROP -IN DRAIN AT COFFEE BREWER, SEE ELEV. & MW DTL FLOOR NO. 10 A-12 BULLETIN BOARD MOUNTEDTO WALLSEE SCHED. SHEETA-301 FORSPEC. 200 DRAWING NUMBER Io SHELF W/ COAT ROD, SEE DTL I7/A-630 �gED �% ,�E:�- A-100.10 ss FULL HT. SHELVING, SEE DTL. 18/A-630 an O 2HR. FIRE RATED VESTIBULE. VERIFY PARTITIONS& ASSEMBLY TO MAINTAIN, EXTEND AS e of cnUFOP� PAGE NUMBER REQ'D, WO. OF 13 PARTITIONS MAY EXTEND 6" ABOVE FIN. CLG: (TYPE 1ATTACHMENT) @ COPY 1051, PANTRY DRWN BY CHECKED BY PROJ. N0.. 1052&JANITOR 1053, SEE RCP. MAINTAIN ACOUSTIC CONSTR. AS SPEC'D BELOW FIN. CLG. Author Checker 08-1164 la FURRED PARTITION, SEE INT. ELEV. FOR DIMENSIONED LAYOUT. n AA"A• ARM 1.. ."az , m<"mid..", me,w.00R.n<n SHEET NOTES 9 i3o FASTEN SECURELY TO DECK - _ ACOUSTICAL SEALANT ADJACENT PARTITION PER CONSTRUCTION SLAB/STRUCTURE PLAN IN GREY HATCH `jJ, STAB /SDIUCrU E DIAGONAL BRACING @ 32" O.C., TYP. PROVIDE CORNER BEAD CEILING /TRIM AS SCHEDULED WO 1'. 3 5/8" 20 GA. STUD PER ESR-3046P TYP. DEFLECTION NOTTO EXCEED L/240 PER ICBO #1715. SEE STUD HT. TABLE FOR 3 5/8" 20 GA. STUD PER ESR-3046P TYP. 5/8" GYP. ALL EDGE, JOINTS, AND PENETRATIONS ADDT REQUIREMENTS. DEFLECTION NOT TO EXCEED L/240 PER SEALED WITH ACOUSTICAL SEALANT, - - ICBO#1715. SEE STUD HT. TABLE FOR ADD'L REQUIREMENTS. 35/8" 20 GA. STUD PER ESR-3046P TYP. UNPAGED SOUNTIATENUATION BLANKET FULL ` HEIGHT OF PARTITION, FULL DEPTH OF STUD, 2-4 PCF - DEFLECTION NOT EXCEED U240 PER ICBOA '"GYP t ASSOCIATES REET, SUITE 1100 CA UNITED STATES 94104 COM -�,�..-�� �iwp��T - /8 .ALL EDGE, JOINTS, AND 1715. SEE STUD HT. TABLE FOR ADD L - Ir wn - PENETRATIONS SEALED WITH REQUIREMENTS. CEILING/TRIM AS, SCHEDULED WO SCHEDULE NOrI ACOUSTICAL SEALANT. STAGGEREDUNPAGED SOUNT ATENUATION BLANKET FULL HEIGFIT SEAMS AT EA LAYER OF GYP. 5/8"GYP. ALL EDGEJOINTS, AND PENETRATIONS SEALED 1. WHEN STUDS ARE SPACED AS USTED,MAXIMUM HEIGHT INDICATES THE MAXIMUM STUD SPAN OF PARTITION, FULL DEPTH OF STUD, 2-4PCF WITH ACOUSTICAL SEALANT. STAGGERED SEAMS AT EA LAYER BETWEEN FLOOR TO STRUCTURE ABOVE OR TO BRACEDCEILING. JWL SCHEDULED BASE WO SCHEDULED BASEOF GVD. VARIES SCHEDULED BASE WO 2. LOW ACOUSTIC WALLS SHALL BE COMPRISED OF 2 LAYERS OF GYP BOARD. 1/4"CONT. ACOUSTIC SEALANT TYP. TOP AND BOTTOM VIED ACOUSTIC WALLS SHALL BE COMPRISED OF 3 LAYERS OF GYP BOARD. F UE REVISIONS BOTTOM TRACK ATTACHED IL SLAB WITH 1/4"HIGH ACOUSTIC WALLS SHALL BE COMPRISED OF 4 LAYERS OF GYP BOARD. NO. DESCRIPTION LO45'SHA KDIASTENERSHILTIL"XCR AND BONT.MBOTHIC SES TYP. TOP 05.ESIGN DEVELOPMENTFINISHED FLOOR 3. COORDINATE WALL TYPES AND LOCATIONS WITH PARTITION SCHEDULE AND ON THE 05.00% DD REVI0.145"SHANK DIA. (MIN. 111/2"EMBED) AND BOTTOM BOTH SIDES1663 C. AND 6"PROM ENDS, ICC ESR# - - _ BOTTOM TRACK ATTACHED TO SLAB WITH LOW VELOCITY CONSTRUCTION SHEET.FASTENERS HILTIL"XCR 0.145- SHANK DIA.(MIN, 111/2"07.ERMIT/PRICING SET1663 BOTTOM TRACK ATTACHED TO SUB WITH LOW 08.0%CDVELOCITY FASTENERS HILTIL"XCR 0.145"SHANK DIA EMBED)@16"D.C. AND 6" FROM ENDS, IOC ESR#1663 METAL STUD FRAMING NOTES•(MIN. 111/2' EMBED) @ 16"O.C. AND 6" FROM ENDS, 2 09.LAN CHECK RESPONSE/ IFCICC ESR#1663 1. SEE ADDITIONAL DETAILS AND CONSTRUCTION NOTES FOR ADDITIONAL METAL STUD3- 50.ULLETIN 01 YPE 9 AV FURRED LOW WALL n TVPE 6 FURRINGREQUIREMENTS ATINTERIOR PARTITIONS. 4 10.2AN CHECK RESPONSE#23=1-03PEi-0ARTRION-FULLHEIGHT-2 GYP/1GYP 5 10.2AN CHECK RESPONSE#3 2. ALL METAL STUDS AND JOISTS SHOWN ARE SSMA OR EQUIVALENT(ICC-ESR 3064P), FASTEN SECURELY TO DECK - 3. ALL TRACK SHALL MATCH GAUGE OF TYPICAL METAL STUD NOTED IN SCHEDULE LON. CONT. FIRE SEALANT FASTEN SECURELY TO DECK Q 4. ALL STUD SPACING IS I6"OC DON. SLAB/STRUCTURE ACOUSTICAL SEALANT FASTEN SECURELY TO DECK S. ALL STUDS SHALL BE"C" STUDS WITH II/4"FLANGE UON. UNFACED SOUNT ATENUATION BLANKET FULL HEIGHT SLAB/STRUCTURE ACOUSTICAL SEALANT 6. USE THREE (3) STUDS MIN AT THE INTERSECTION OF ALL EXTERIOR AND/ OR INTERIOR WALLS. OF PARTITION, FULL DEPTH OF STUD, 2-4 PCF Q UNFACED SQUINT ATENUATION BLANKET FULL HEIGHT SLAB/STRUCTURE 7. ENDS OF STUDS SHOULD SEAT FIRMLY IN THE RUNNER TRACK WHICH MUST HAVE FULL BEARING OF PARTITION, FULL DEPTH OF STUD, 2-4 PCF ON THE STRUCTURE. 3 5/8" 20 GA. STUD PER ESR-3046P TYP. DEFLECTION NOT TO EXCEED CED L/240 PER LENT g1715. SEE STUD HT. TABLE FOR ADO'L 3 5/8" 20 GA STUD PERESR-3046P TYP. DEFLECTION NOT TO EXCEED S. ATTACH EACH RUNNER TRACK LEG TO EACH STUD FLANGE WITH ONE (1) #10.16 SCREW, 5/8" REQUIREMENTS. L/240 PER ICSO#1715. SEE STUD HT. TAB LE FOR ADD'L 35/8"20 GA. STUD PER ESR-3046P TYP. DEFLECTION NOT TO LONG, OPENINGS IN FIRE BARRIER ARE NOT ALLOWED OTHER THAN REQUIREMENTS, EXCEED GA. PER ICBO#1715.SEE STUD HIT TABLE FOR SEAL IREDPENS RATIOICALCO, W/FI FIREAND SPRINKLER PIPING, ADD'L REQUIREMENTS. 9. NO NOTCHING OR COPING OF STUDS IS ALLOWED UNLESS SPECIFICALLY DETAILED. SEAL PENETRATIONS CONT. W/FIRE SEALANT FURRING CHANNEL ON SOUNDISOUTION CLIP. INSTALL PER MFR. - - REQUIREMENTS. 10. ALL BRACING SHALL BE INSTALLED ATTHE TIME THE WALL 15 ERECTED. FAILURE TO INSTALL 1 IN.LON FORS/8IRD N. THICK TWO LAYER SYST16 EMS: OC SECOND GYP. UNFACED SOUNTATENUATION BLANKET FULL HEIGHT OF BRACING AT THIS TIME MAY COMPROMISE THE STRUCTURAL INTEGRITY, LAYER-GF/8IN.LN. FORSPANELS, IN.HI THICK PANELS, PCSECOND GYD. BOARD FASTENERS FOR TWO DYER SYSTEMS: FIRST LAYER-1 PARTITION, FULL DEPTH OF STUD, 2-4 PCF LAYER- 1-5/8 IN. LONG FOR S/81N. THICK PANELS, SPACED 16 IN. OC IN. LONG FOR 5/81N. THICK PANELS, SPACED 161N. OC SECOND WITH SCREWS OFFSET 8IN. FROM FIRST LAYER i LAYER- 1-5/8IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 16 IN. OC 11. USE #10-16, 5/8" OR 48-18, 5/8" LONG, LOW PROFILE PAN HEAD SCREWS FOR ALL STEEL TO STEEL WITH SCREWS OFFSET BIN. FROM FIRSTLAVER ,.r CEWNG/ TRIM AS SCHEDULED (WHERE OCCURS). CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS. CEILING TRIM AS SCHEDULED WO CEILING/TRIM AS SCHEDULED WO 5/8"GYP. ALL EDGE, JOINS, AND PENETRATIONS SEALED 12.A3/4"MIN CLEARANCE MUST BE MAINTAINED FROM ALL EDGES OF THE STEEL MEMEBERS IN 5/e"GYP. ALL EDGE, JOINTS, AND PENETRATIONS SEALED WITH 5/8"GYP. ALL EDGE, JOINTS, AND PENETRATIONS SEALED WITH WITH ACOUSTICAL SEALANT. STAGGERED SEAMS AT EA LAYER LOCATING SCREWS. A 3/4" MIN OC SPACING MUST BE MAINTAINED BETWEEN ADJACENT SCREWS. FIRE SEALANT. STAGGERED SEAMS AT EA LAYER OF GYP, ACOUSTICAL SEALANT, STAGGERED SEAMS AT EA LAYER OF GYP. OF GYP. 13, ALL SCREW RECOMMENDATIONS ARE BASED ON CCFSS TECHNICAL BULLETIN: VOLUME 2, SCHED. BASE WO SCHEDULED BASE WO SCHEDULED BASE WO NUMBER I, WHICH OUTLINES THE PROPOSED ABI SPECIFICATION PROVISIONS FOR SCREW CONNECTIONS, AND ALLOWABLE SCREW SHEAR STRENGTH VALUES PUBLISHED BY BUILDEX, 1/4" CONT, FIRE SEALANT TYP. TOP 1/4"CONT. ACOUSTIC SEALANT TYP. COMPASS, AND GflABBEfl, TOP AND BOTTOM BOTH SIDES IM CONT. ACOUSTIC SEALANTTYP, AND BOTTOM BOTH SIDES - TOP AND BOTTOM BOTH SIDES 14. FOR ATTACHMENT OF 3/8" TO 31V PLYWOOD TO STEEL STUDS AND JOISTS, USE 1-15/16" #10-16 �-BOTTOM TRACK ATTACHED TO SLAB WITH LOW VELOCITY BOTTOM TRACK ATTACHED TO SLAB WITH LOW VELOCITY BUGLE HEAD PILOT POINT SCREWS. FASTENERS HILTIL "XCR 0.145"SHANK DIA. (MIN. 111/2" FASTENERS HILTIL "XCR 0.14V SHANK DIAL (MIN. 111/2" BOTTOM TRACK ATTACHED TO SLAB WITH LOW VELOCITY EM BED) @ 16" D.C. AND 6" FROM ENDS, ICC ESR#1663 EMBED) @16" O.C. AND 6" FROM ENDS, ICC ESR#1653 FASTENERS HILTIL^XCR 0.145- SHANK DIA.(MIN. 11112" 15. FOR ATTACHMENT OF SINGLE -LAYER A'OR5/8" GYP OR SHEATHING TO STEEL STUDS AND JOISTS, TYPE SA PARTITION - FULLHEIGHT - 1 GYP ON RESILIENT CHANNELS EMBED) @ IV D.C. AND 6" FROM ENDS, ICC ESR#1663 USE#10-16 SCREWS, 1" LONG BUGLE HEAD SCREWS. KEYP3 =1-0" 8 TYPEBPAATITION-FULL HT-2 HR FIRE BARRIER -ULA39 GA600 nGVP 3. 1 0 nryPE2PARTITION - FULL HEIGHT -1GYP LAVER BOTH SIDES LAN U 3" -1 0 16. ALL CONNECTIONS SHALL BE COMPLETE AS PER THE PLANS AND SPECIFICATIONS AT THE TIME OF INSTALLATION. FAILURE TO PROMPTLY COMPLETE CONNECTIONS MAY COMPROMISE THE STRUCTURAL INTEGRITY. s BO, DECK/STRUCI'. 17.SPLICING OF RUNNER TRACK TO BE ACCOMPUSHED BY SCREW ATTACHMENT OF A STUDY SECTION BETWEEN VERTICAL STUDSTO THE RUNNER TRACK USING #30-16, 5/8" LONG LOW PROFILE FASTEN SECURELY TO DECK SCREWS. DIAGONAL BRACING @ 32" O.C., TYP. 18. SEE 1998 CBS TABLE 25A.G 25A-H FOR ATTACHM ENT OF SINGLE AND DOUBLE PLY GYPSUM ACOUSTICAL SEALANT ' SHEATHING TO METAL STUDS. (E)CLG. TO REMAIN, MODIFY TO PROVIDE FRAMING Q SLAB/STRUCTURE T SUPPORTS AS READ. 19. FOR FUTURE PARTITION WALLS, CONTRACTOR SHALL SUPPORT(E)GYP CEILING. PROJECT NAME UNFACED SQUINT ATENUATION BLANKET FULL HEIGHT i ///���� 20. TOP TRACK MANUFACTURED TO ALLOW PARTITION HEAD TO EXPAND AND CONTRACT WITH 4000 MACARTHUR BLVD. OF PARTITION, FULL DEPTH OF STUD, 2-4 PCF //%i/� SLAB/STRUCTURE MOVEMENT OF THE STRUCTURE, USE THICKNESS INDICATED FOR STUDS AND IN WIDTH TO NEWPORT BEACH, CA 92660 ,. 35/e"20 GA.SNDPER ESR-3046P TYP. DEFLECTION NOT TO EXCEED // III ACCOMODATE DEPTH OF STUDS. TOP TRACK ATTACHED TO SLAB WITH LOW VELOCITY FASTENERS V240 PER IC80#1715. SEE STUD HT. TABLE FOR ADVIL _ �� Sy/ / DIAGONAL BRACING@H2"O.C; TYP. HIL71'X-CR 0.145"SHANK DI0. (MIN.11/2" EMBEDMENT) @I6"O.C. AND 6"FROM ENDS, ICC ESR# - 3 5/8" 20 GA, STUD PER ESR-3046P TYP. DEFLECTION REQUIREMENTS. * 1663 DRAWING TITLE NOT TO EXCEED L/240 PER ICED#1715. SEE STUD HT. 35/9"20 GA. STUD PER ESR 3046P TYP. DEFLECTION 21. BOTTOM TRACK ATTACHED TO SLAB WITH LOW VELOCITY FASTENERS HILTI"X-CR 0.145"SHANK TABLE FOR ADD'L REQUIREMENTS. FURRING CHANNEL ON SOUND ISOLATION CLIP. INSTALL PER MFR. NOTTO EXCEED 11240 PER ICBO#1715. SEE STUD HT. DIA.(MIN.11/2"EMBEDMENT) 916" O.C. AND 6" FROMENDS, ICC ESR#1663 PARTITION DETAILS REQUIREMENTS. TABLE FOR ADD'L REQUIREMENTS. 22. FOR FIRE RATED ASSEMBLIES, FIRESTOP DEFLECTION TRACK: TOP TRACK MANUFACTURED TO CEILING/TRIM AS SCHEDULED WO CEILING /TRIM AS SCHEDULED WO ALLOW PARTITION HEAD TO EXPAND AND CONTRACT WITH MOVEMENT OF THE STRUCTURE WHILE 5/8' GYP. ALL EDGE, JOINTS, AND PENETRATIONS CEWNG/ TRIM AS SCHEDULED WO MAINTAINING CONTINUITY OF FIRE RESISTANCE/ RATED ASSEMBLY. SEALED WITH ACOUSTICAL SEALANT. 5/8"GYP. ALL EDGE, JOINTS, AND PENETRATIONS SEALED WITH 5/8"GYP. ALL EDGE, JOINTS, AND PENETRATIONS FLOOR NO. ACOUSTICAL SEALANT. STAGGERED SEAMS AT EA LAYER OF GYP, SEALED WITH ACOUSTICAL SEALANT. SCHEDULED BASE WO SCHEDULED BASE WO SCHEDULED BASE WO DRAWING NUMBER 1/4" CONT. ACOUSTIC SEALANTTYP, 1/4' CONT. ACOUS TIC SEALANT TYP. a Gy TOP AND BOTTOM BOTH SIDES d ' TOP AND BOTTOM BOTH SIDES � BOTTOM TRACK ATTACHED TO SUB WITH IOW � . VELOCITY FASTENERS HILTIL "XCR 0.145" SHANK DIA �-- BOTTOM TRACK ATTACHED TO SLAB WITH LOW VELOCITY BOTTOM TRACK ATTACHED TO SLAB WITH LOW (MIN.111/2'EMBED) @16"O.C. AND 6' FROM ENDS, FASTENERS HILTIL"XCR 0.145" SHANK DIA.(MIN. 111/2" VELOCITY FASTENERS HILTIL" XCR 0.145"SHANK DIA uAE !f PAGE NUMBER ICC ESR#1663 EMBED) @ 16" O.0 AND 6" FROM ENDS, ICC ESR#1663 (MIN. 111/2" EMBED) @ 16" O.C. AND 6" FROM ENDS, OF �TYPE 7 PARTITION -CEILING HEIGHT-1 GYP LAVER BOTH SIDES TYPE 4A PARTITION - FULLHEIGHT - I ICC ESR#1663 DRWN BY CHECKED BY PROD. NO. 'J 3 =1-0 GVP ON RESILIENT CHANNELS/ I GYP 3 1-W nTYPE1PARTITION-6"ABOVECLG-1 GYP LAYER BOTH SIDES Author Checker 08-1164 3 _1-0 INTERIOR METAL STUD FRAMING LIMITING HEIGHT SCHEDULE PROPERTIES OAUG[ 8IU0 srrE IRril s(ill') _MAXIMUM HEIGHT LOW ACg1333K MEDAfDUSRC HIGX Al:gISTIC zsw as/s^ D.zfis o.099 35'.a is -a^ 13 .1^ 1z-} u a^ u'-a^ dB MIU 6' q.i18 Dd59 E'.6" 19'-9" 3G-fi 19 �6" 18-0" 16'-fi" xOw 35/S q/11 p.263 ]T 40" ld-5^ 16-8" 16' a IS'.6" W'-3" 133 MIU fi" 13g O,WB 19'-6 N' fi° 35'.1' Zx -11' 33'.5" 31'-a" 1Bw 35/fi" DbM 433Z 14'-0" ID P IB'.3' 16'q' 16.SP 35'-6' N3 MIL) fi" Lpx 0.581 30'J' 38'-3" xR-6" 26'-4" 36'-b ]a'-C