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Plans (38) BUP2021 -00175 OFFICE COPY ■ ■ ■ ■ ■ RECEIVE[ MILDREN DESIGN JUN 10 2021 GROUP CITY OF TIGARU 9 9 BUILDING DIVISION ARCHITECTURE I INTERIORS Ti 9 ard Cor P orate Park Pacific Residential Mort a e4875 SW Griffith Drive,Suite 300 Beaverton,Oregon 97005 O 1503.244.0552 13010 SW 68th ParkwaySuite 145 , Tigard , OR 97223D GENERAL NOTES KEY PLAN Fire Life Safety Plan DRAWING INDEX-ARCHITECTURAL TUAN LOU PORTLAND, OREGON CODE INFORMATION AO COVER SHEET AND FIRE LIFE SAFETY PLAN ,i No. 42681. MAINTAIN COVERAGE FROM4 PLAN 2. EXIT SIGN,IEMERGENCY ILLUMINATION,EXISTS SPRINKLERS AFIREINDLALLAOTDHER REQUIREM NSMOKE PEROTS TO A2 REFLOECTEDN EIILIINGLDOEMO IT ON AND NEW PLAN OF 01�� CONFORM TO ALL PERTINENT BUILDING, FIRE AND LIFE SAFETY CODES. A3.1 CASEWORK ELEVATIONS 3. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL. A3.2 DETAILS FIRE EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET AND MAXIMUM FLOOR AREA AS FOLLOWS: • LIGHT HAZARD OCCUPANCY - 1 PER 3,000 S.F. - J K • ORDINARY HAZARD OCCUPANCY - 1 PER 1,500 S.F. • EXTRA HAZARD OCCUPANCY - 1 PER 1,000 S.F. 4. PROVIDE A SIGN READING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS a --- ----- - - OCCUPIED" AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS. H= T V BUILDING SUMMARY VALIDITY of PERMIT 5. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF _ - - _ _ _ cJ 6 THE ISSUANCE OFAPERMIT BEARING WALLS ARE REQUIRED TO HAVE A FIRE-RESISTIVE RATING. WALLS BASED ON CONSTRUCTION REQUIRING PROTECTED OPENINGS SHOULD BE PROTECTED WITH THROUGH B OCC vii - - - DOCUMENTS AND OTHER PENETRATION FIRE STOPS PER BUILDING AND FIRE CODE. OL: 58 RK COP GO BASED ON 2018 INTERNATIONAL BUILDING CODE AND 2019 OREGON DATA SHALL NOT PREVENT 136 OD STRUCTURAL AND SPECIALTY CODE AMENDMENTS THE CODE OFFICIAL FROM CONTRACTOR INFORMATION ® IC REQUIRING THE CORRECTION 1. CONTRACTOR SHALL MAKE EVERY EFFORT TO HAVE A FULL UNDERSTANDING OF I 133.56 S.F. ® 1 7 OF ERRORS. OSSC105A SPECIFIC POLICIES OF PROPERTY MANAGEMENT FOR COMPLETING WORK AT THE ( /300 = 1 CONSTRUCTION TYPE 111-13PROPERTY. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE I NFER B:EXITS 1 230.15 S.F. 1 CODES, LAWS, RULES AND REGULATIONS HAVING JURISDICTION. CONTRACTOR OM /150 = 2 BUILDING HEIGHT: 2 STORY RESPONSIBLE FOR INSPECTIONS OF WORK. CONTRACTOR SHALL OBTAIN A PERMANENT 35 B:E 1 Client / Owner CERTIFICATE OF OCCUPANCY PRIOR TO TENANT MOVE IN. O BUILDING SIZE: 56.127 SF. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, _ 1.03 CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE lr= 11 5 BUILDING OCCUPANCY: B CONSTRUCTION. DO NOT SCALE DRAWINGS, REQUEST DIMENSIONS FROM ARCHITECT. I >�B: 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN Key Plan First Floor I �L• I _ _.� AREA OF WORK: 5,184 SF Pacific ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND ORDINANCES. NW 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS TO 1"=50'-0" �' �' OCCUPANT LOAD FOR TENANT IMPROVEMENT: 58 PERSONS PROTECT BUILDING OCCUPANTS, MATERIALS, AND EXISTING FINISHES THROUGHOUT I I M 138 O ALL PHASES OF CONSTRUCTION. NOISE, SECURITY AND DUST BARRIERS BETWEEN FIRE PROTECTION: BUILDING EQUIPPED WITH AN AUTOMATIC CONSTRUCTION AREAS AND OCCUPIED OR PUBLIC AREAS SHALL BE MAINTAINED BY 1 118.3 FIRE PROTECTION SYSTEM IN ACCORDANCE Properties CONTRACTOR. TEMPORARY STRUCTURES WHICH REQUIRE TEMPORARY ENCLOSURES RECEPTION I 151 J /150 � I WITH O.S.S.C. 903.3.1.1 (E.G. DUST BARRIERS) TO BE CONSTRUCTED USING NONCOMBUSTIBLE, Legend Fire / Life Safet Plan B:EXIT FLAME-RESISTANT, ETC. MATERIALS. THE USE OF POLYPROPYLENE PLASTIC OR 301.3 S.F. SIMILAR COMBUSTIBLE MATERIALS (PLYWOOD, ETC.) TO ENCLOSE DEMOLITION WORK IS g ILL 6600 SW 105th Ave NOT PERMITTED BY THIS SECTION. /150 = 3 5. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT, AND EGRESS PATH-PROVIDE CODE MINIMUM LEVEL OF LIGHT B:EXITS 1 Beaverton, OR 97008 MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR UPON ALONG PATH PER SECTION 2702.02.13 AND SECTION 1008. O COMPLETION OF CONTRACT. 6. CONTRACTOR INITIATED CHANGES AND SUBSTITUTIONS TO BE SUBMITTED IN WRITING CEPTIO IS_ 13 Project FOR APPROVAL TO ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT, FABRICATION _ I 150 .EX17 LIGHT AC WITH BATTERY BACK-UP; DIRECTIONAL /�OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY THIS ® ARROW UNITS WHERE LINE OF SIGHT TO NEAREST EXIT IS ; 0.Q1 �.F. [1118 :EXIT" 4.2 REQUIREMENT. OBSCURED. �E) ' 150 = 1 Tigard 7. ALL DELEGATED DESIGN ITEMS TO BE SUBMITTED TO AND APPROVED BY THE /7� B:EXITS 1 ARCHITECT PRIOR TO SUBMITTING FOR PERMIT. � // WHEELCHAIR SPACE/ 30"X48" CLEAR FLOOR SPACE I C 140 8. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED IN STRICT ACCORDANCE WITH ���� 'ffE III F 1 Corporate MANUFACTURERS WRITTEN INSTRUCTION AND TRADE ASSOCIATED ACCEPTED I EXIT TRAVEL DISTANCE 120"-0" STANDARDS. - __ �R 11$' 2 S'F' DEFERRED SUBMITTALS Park - Pacific 9. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE I u u u 1 /15 = SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. I B:EXIns 1 O u tt u THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK TO ASSURE ALL EXISTING WALL TO REMAIN FUTURE ii 7'x 7' ii 7"x7" ii i 7"x7" W/S W/S tt 1 Res. Mortgage SCHEDULES ARE MET AND ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S j I W/S ii I ii ii 1 I ELECTRICAL REQUIREMENTS. MECHANICAL 13010 SW 68th Parkway NEW PARTITION ________ 10. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE It it FIRE LIFE SAFETY Tigard, OR 97223 PREMISES AND WASH THE INSIDE OF ALL WINDOWS SO THE SPACE IS READY FOR I' u u u 1 VS.F. SPRINKLERS OCCUPANCY FOR TENANT. i FUTURE ri 7'x7' i 7'x7' Q FIRE EXTINGUISHER CABINET/FIRE EXTINGUISHER. FINAL 7'x7' a W/SW/SII118.W/s I Sheet TitleFEC LOCATIONS TO BE APPROVED BY FIRE MARSHALL PRIOR TO Iii ii u 1 /15INSTALLATION PER O.F.C., TABLE 906.3(1). FOR LIGHT ---------16B:E Cover Sheet HAZARD OCCUPANCY, LOCATE IN PLAIN VIEW EVERY 3,000 3 SQ. FT. OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE I - OPEN - NOTE: PER OSSC 107.3.4.1. DOCUMENTS FOR DEFERRED SUBMITTAL TO EXTINGUISHER OF 75 FEET. I I OFFICE ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN 1=T PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM -Fire Life 2.8 AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION 885.12F.- -----1 1 INDICATING THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN Safety Plan 7'x7' ii 1/100 = i� ii FF O I REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE III w/s B:EXITS tt1 7'x7' 1 1 DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL Room Symbol Legend I __ ____ tt 't W/S " 1 NOT BE INSTALLED UNTIL THE DEFERRED DOCUMENTS HAVE BEEN J II It 11150 �I APPROVED BY THE BUILDING OFFICIAL.SEE ORS 455.467(3) ERVER �`________ / T VICINITY MAP ROOM NAME OOM u u 1 B:EXI 1- OFFICE ROOM NUMBER �• 145 ii 7'x7' 71 ROOM AREA/LOAD 101 49.33 S.Ft / WS 1 FACTOR I = 159 PROJECT TEAM Revisions: 300 SW HAMPTON ST '' XXX/1 00:2 �-NUMBER OF I `B :EXITS Q _ _ yrTlrT° 6:2 E ITS I j M ii it 1 92.93 S.F. ,+ - 4 �� OCCUPANTS 143 ems . . k� ii 7'x7' ;!` NUMBER OFI ii w/s ii 1 S OCCUPANCY GROUP PER 49_S. - IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED /15 = 9 - 1 2 Architect j -_____ _ > MILDREN DESIGN GROUP, P.0 . LIJ " n It,`*" c°` '� ! i, ' ,til► I I I ( ii 7'x7' ° 1 OFFICE 4875 SW GRIFFITH DRIVE, SUITE 300�� Q '_ �W �- n, _ .r ii W/S a 158 0. BEAVERTON, OREGON 97005 ii ii 1 - 140 VOICE• 503-244-0552 N 1 /1 _ CONTACT PERSON: SABINE O'HALLORAN n 3 r } tB: xlTs 1 EMAIL: SABINE@MDGPC.COM Q Ln �. I. a • x General Contractor � h 'p s _ ITOUCHDO WN MILDREN DESIGN GROUP, P.C., 2021, ALL V, ILE I 155 I TBD RIGHTS RESERVED - I ING/ �' TBD THESE DRAWINGS ARE THE PROPERTY OF ' , ,# C� MILDREN DESIGN GROUP, P.C., AND ARE NOT ID 0 FF 142.3 S.F. TBD TO BE USED OR REPRODUCED IN ANY o� ' J 1 7 148 14 1/50 = 3 MANNER, EXCEPT WITH THE PRIOR WRITTEN - r I VOICE: XXX-XXX-XXXX PERMISSION OF MILDREN DESIGN GROUP, P.C. n , S.F. 117.81 S.F. 101. B:EXITS 1 CONTACT PERSON: 9p ry e , . / = 1 /150 1 /150 1 1 EMAIL: OFF11Ci CO � Date 06/08/2021 1 B:EXI 1 B:EXIT '1 _ #. Drawn by Checked by: ® ® cc6 CITY OF TIGARD, REVIEWED POR CODE COMPLTANC19 'A pea FE SOH Area of Work OTO ,; Job Number: 121055 - Vicinity Plan Fire Life Safety Plan N.T.S. 1/8"=1 '-0" Sheet Suitt IMI '�-: P Bye June 2021 AO J K J K MILDREN J DESIGN A3.1 1^ J --- - V J GROUP „ A 3,-0 5'-0„ 2'-0„ J ADA SECTION CLR. JA ARCHITECTURE I INTERIORS J +60 +60• LLLLLLLLLLLLLL jJ 4875 SW Griffith Drive,Suite 300 O ,,,,,,.,,, P Beaverton,Oregon 97005 D5 I'I 01503.244.0552 D2 o A 136 8 OFFICE ALIGN ' tf D1 137 I1 8 ® 5 I 05 CONFERENCE I IRECEPTIONIST J ® SFE 8105 N) O 150 J Q�D _ _ D5 _ _ _ _ _ _ J General Notes � Cr�� / \ J 5 2 ALIGN 5 e ( N ) J 1. ELECTRICAL !S EXISTING UNLESS DENOTED AS NEW. Tl1AN Q. Luh e \ / J 2. PARTITIONS, DOORS, RECITES & ITEMS SHOWN AS DASHED ARE TO BE Cn I I I "'•' J JAJ REMOVED OR RELOCATED. REUSABLE MATERIALS TO BE RETURNED TO +a I +6 9'-3" O 00 J BUILDING STOCK. PORTLAND, OREGON J 3. CAP OFF ALL UNUSED ELECTRICAL, LOW VOLTAGE CABLING, AND PLUMBING ND. 426A ALIGN 13lQE N )8 \ J FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED 2 J BACK TO THE POINT OF ORIGIN. REMOVE CONDUIT WHERE POSSIBLE. �i Q� D6 05 I e N) C A3J A 8 J 4. DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS �F I I R 1bEPT10N I 2'-0" a J WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL JA JJ ENGINEER. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING aa.t AAt 8A Bi J SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY D6 SHELL/ STRUCTURE APPEARS TO BE COMPROMISED. J / a O O J 5. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH O I I2 I 139 I J 4 DRAWINGS, CONTACT HA COHIITECT K. OFORRADDIITIONAL DIMENSIONS. T TO SCALE NY _LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLJ Ds C PTIO S 6. AT LOCATIONS WHERE NEW WALL CONSTRUCTION INTERSECTS OR JOINS 4 2 ( OE150 I 4 2 WITH EXISTING OR ADJACENT CONSTRUCTION THE CONTRACTOR'S AI I 1 (N) I DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS "UNDER B8 13 1 WHICH WALLS TO REMAIN ARE TO BE DEMOLISHED ENTIRELY, TO BE 6'-0" - - OFFICE 1 Reception Enlarged Plan REUSED OR TO PROVIDE SELECTIVE DEMOLITION. PATCH/ REPAIR EXISTING SHEET ROCK AT AREAS OF DEMOLITION. (N) FEC140 I Al 1/2" = 1 '-0" 7. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A ALIGN a REASONABLY NEAT AND ORDERLY CONDITION AND LEFT FREE FROM Ds -TF_ ___-_ -_--__--__-, ACCUMULATIONS OF WASTE MATERIALS, DUST AND RUBBISH DURING THE u ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER iiii ii FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE 1 FUTUR 9 II 7'x7' g 11 7x7 9 II 7x7'011 w/s 011 w/s 011 O END OF EACH WORKING DAY. Client / Owner: W�5 ii I 11 1 8. CARE TO BE TAKEN NOT TO DAMAGE CEILING TILE AND GRID TO REMAIN. I I d - u 11 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FINISHES OR __#________ OFFICE qBCOMPONENTS NOT SCHEDULED FOR DEMOLITION. DAMAGED ITEMS SHALL BE 11 11 Pacific " 1 146 REPLACED OR REPAIRED TO MEET OR EXCEED FORMER CONDITIONS. THE Ds FUTURE; WIS 7'xT011 RENOVATION, DEMOLITION, AND/OR NEW CONSTRUCTION WILL UTILIZE AS 7'x 7' 11 w/s 11 w/s 11 N W Ds w/S n D u MUCH OF THE EXISTING COMPONENTS AS NOTED PER PLANS, U.N.O. u II n 10. CONTRACTOR SHALL EXERCISE CARE IN REMOVAL OF ANY COMPONENTS 3 L_____ __ _ ______ ________� 3 (I.E. DOORS, FRAMES, FIXTURES, CEILING TILE) THAT MAY BE REUSED ON THIS OR FUTURE PROJECTS. CONTRACTOR SHALL COORDINATE Properties OFFICE APPROPRIATE STORAGE LOCATIONS FOR SUCH COMPONENTS DIRECTLY to WITH THE PROPERTY MANAGER. _______ 11. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS 2 $ $ NOTED OTHERWISE. 6600 SW 105th Ave 12. PROVIDE BUILDING MANAGEMENT WITH AS BUILT DOCUMENTATION/ I 7'x7' 9 I II I Beaverton, OR 97008 I I w/S 011 ° 7'x7 ii 141 DRAWINGS AT COMPLETION OF CONSTRUCTION. DI ALIGN ° w/S 09 11 13. DOORS AND CASED OPENINGS STANDARD OFFSET FROM ADJACENT WALL IS 4" U.O.N. Project Da 14. CONTRACTOR TO VERIFY AND COORDINATE CLEARANCE REQUIREMENTS FOR ERVER �________� 0 11 APPLIANCES, PLUMBING FIXTURES, AND ANY OTHER ITEMS WITH SPECIAL A Is s 145 ii 7'x7' a ALIGN _ _ CLEARANCE REQUIREMENTS PRIOR TO FRAMING WALLS. I I u w/sOu N GFI 15. UTILIZE MASTER PAINTERS INSTITUTE (MPI) ARCHITECTURAL PAINTING TI LIGN 11 " SPECIFICATIONS. APPROVED MPI PRODUCTS TO BE UTILIZED OR PROVIDE Bard �� EI Iaa it 159 o SUBSTITUTION FOR APPROVAL TO ARCHITECT. o� ' ; FEC a l a C 16. PAINTED SURFACES WITHIN OFFICE AREAS SHALL RECEIVE Corporate . . F 143 ii i I s A3.1 o MANUFACTURER'S RECOMMENDED PRIMER COAT AND (2) COATS MINIMUM 0 7'x7 OI, N) SPECIFIED FINISH. PAINTED SURFACES TO BE MPI LEVEL 4- EGGSHELL Park Paclflc 4 D5 a ii w/S _ II FINISH U.O.N. Door Types 17. CONTRACTOR SHALL ALLOW RUBBER BASE TO RUN CONTINUOUS AROUND E ________ I58 CORNERS. DO NOT USE PRE-MOLDED BASE OR PIECES LESS THAN 4'-0" Res. Mortgage TEMPERED LONG. �E I i 7'x7-0 FQ FICE GLAZING 18. ALL MATERIALS TO BE INSTALLED IN STRICT ACCORDANCE WITH 13010 SW 68th Parkway ii W/S ii 1 1588 a 2" MANUFACTURERS WRITTEN INSTRUCTION AND TRADE ASSOCIATED Tigard, OR 97223 ACCEPTED STANDARDS. 9 3'-6" I 19. ALL NEW CASEWORK AND MILLWORK SHALL BE CONSTRUCTED TO AWI ® ® ® I ® sI "'`J "PREMIUM" STANDARDS UNLESS NOTED OTHERWISE. Sheet Title; 20. PAINT PRIMED MECHANICAL GRILLES AND ACCESS PANELS TO MATCH �a1 I D8 I Io : / / ADJACENT WALL OR CEILING FINISH U.O.N. Demolition (N) +4t" D3 D7 D7 D7 D7 71407 , 149 TOUCHDOWN ( Legend and 2 �" 155 D6 MARKETING/ _ \ \ EXISTING WALL TO REMAIN Floor Plan VIDEO OF C 7 A +a1' ( 1 7 IN 14g (N 149 N A31 _____= EXISTING WALL/ITEM TO BE REMOVED i O ") O N) O O B 8 I I N) I (N +( ' A B NEW WALL TO UNDERSIDE OF CEILING GRID. TYPE A. Vol - V - - - - - - 1 SEE DETAIL 13/A3.2 11 ® FLUSH FLOOR MONUMENT \IJ9 Hardware Groups DFEC SEMI-RECESSED FIRE EXTINGUISHER CABINET A3.2 Revisions: TYR, GROUP 1 - PASSAGE GROUP 2 - STOREROOM 0= DUPLEX 120 VOLT OUTLET Demolition Plan Floor Plan - 1i PAIR BUTTS - 4J" - 1}" PAIR BUTTS - 41" DATA OUTLET - 1 LEVER LATCHSET - 1 LEVER LOCKSET / PASSAGE FUNCTION / STOREROOM FUNCTION O J-BOX - SILENCER - SILENCER Keynotes Demo Keynotes Floor Plan - 1 FLOOR STOP - 1 FLOOR STOP (D) DEDICATED 20 AMP CIRCUIT DI. REMOVE WALL 1. DEDICATED 20 AMP CIRCUIT OUTLET FOR TENANT PROVIDED (E) EXISTING Door Schedule D2. REMOVE DOOR/FRAME - SALVAGE FOR REUSE AT ENLARGED COPIER - COORDINATE NEMA PLUG TYPE. (N) NEW WORK/COPY #136. REFER TO FLOOR PLAN FOR LOCATIONS 2. RELOCATED 3'X7' BUILDING STANDARD DOOR/FRAME/HARDWARE Type NOMINAL SIZE DOOR FRAME GLAZING HRDW. REMARKS D3. REMOVE EXISTING CABINETS, CAP PLUMBING, SINGLE SINK 3. RELOCATED OR NEW SEMI-RECESSED FIRE EXTINGUISHER MARK CABINET - LOCATION TO BE APPROVED BY FIRE MARSHAL WIDTH HEIGHT I THICK MAT'L FINISH MATT FINISH AND FAUCET - PATCH/REPAIR WALLS AS REQUIRED. PRIOR TO INSTALLATION. 143 3'-0 7 -0 1 3 4 A WD ST KD FF -- 2 4ELECTRIC FIRE PLACE SIMPLIFIRE MODEL SF-8136-EB - 36" -7,-01 -- D4. REMOVE DOOR/FRAME - SALVAGE FOR REUSE AT ROOM #148 147 3 -0 7 -0 1 3 4 B WD ST KD FF -- I -- Door / Hardware Notes D5. EXISTING FLOOR FINISHES AND BASE TO REMAIN - REMOVE, . - 149 3 -0 7 -0 1 V4 B WD S7 KD FF -- 1 -- SALVAGE, AND PROTECT IN AREAS OF WORK BUILD-IN. INSTALL PER MANUFACTURER'S INSTALLATION 158 3 -0 7 -0 1 3 4 B WD ST KD FF -- 1 -- IDESIGN GROUP, P.C., 2021, ALL D6. REMOVE OUTLET/TERMINATE POWER - PATCH/REPAIR REQUIREMENTS. A. ALL HARDWARE TO BE ADA COMPLIANT. RRIGGHTSHTS RESERVEDm OPENING 5. AT AREAS OF NEW WALLS, INSTALL 4-1/2" STRAIGHT BASE TO WD: WOOD B. PROVIDE 18 GA. BACKING AT ALL WALL STOP LOCATIONS, IF APPLICABLE. THESE DRAWINGS ARE THE PROPERTY OF D7. REMOVE FLOOR MONUMENT MATCH EXISTING AND REUSE EXISTING CARPET ST: FACTORY STAIN C. CLOSERS - MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 MIDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY 6. SERVER ROOM EXPANSION TO RECEIVE NEW VCT AND 4-1/2" KD: KNOCK DOWN POUNDS FOR INTERIOR DOORS. MANNER. EXCEPT WITH THE PRIOR WRITTEN FF: FACTORY FINISH - TO MATCH EXISTING PERMISSION OF MILDREN DESIGN GROUP, P.C. COVE BASE TO MATCH EXISTING D. DOOR CLEARANCES AT BOTTOM TO BE A MAXIMUM �" 7. PROVIDE FLUSH FLOOR MONUMENT FOR J-BOX TO CONNECT TO E. NEW DOORS/ FRAMES/ HARDWARE TO MATCH EXISTING Date: 06/08/2021 WORKSTATIONS - PROVIDE DEDICATED 20 AMP CIRCUIT PER FOUR WORKSTATIONS Drawn by: Checked by: 8. NEW CASEWORK - REFER TO ELEVATIONS 9. TENANT PROVIDED AND INSTALLED 7'x7' WORKSTATIONS - SOH ELECTRICIAN TO CONNECT TO FURNITURE VENDOR BASE FE FEED-IN. Job Number: 121055 10. EXISTING FLOOR MONUMENT - MODIFY AS REQUIRED FOR BASE FEED-IN FOR TENANT'S SYSTEMS FURNITURE. Sheet 11. PROVIDE WALL MOUNTED J-BOX TO CONNECT TO WORKSTATIONS - PROVIDE DEDICATED 20 AMP CIRCUIT. /� 12. PROVIDE ALTERNATE PRICING FOR COLD WATER LINE WITH /�\\ SHUT OFF AND DRAIN. CONFIRM EXACT LOCATION WITH PERMIT SET - June 2021 TENANT PRIOR TO INSTALL. J K J K MILDREN > DESIGN GROUP ARCHITECTURE i INTERIORS + li 4875 SW Griffith Drive,Suite 300 Beaverton,Oregon 97005 -+- L 17 -} -+ 01503.244.0552 0 =CO I I I I I I 5 - General Notes �����D AC � u + + I 5 A. ALL WORK AND MATERIALS TO CONFORM TO BUILDING STANDARDS UNLESS I (JAI] Q. Iuu C� NOTED OTHERWISE. �1( II I co II o I B. THE REFLECTED CEILING PLAN REPRESENTS FIXTURE LOCATION, TYPE, AND SWITCHING FUNCTIONS ONLY. ALL REQUIRED ENGINEERING SHALL BE PONFLAIIu, ORLOOII PROVIDED BY A STATE LICENSED ENGINEER, AND SHALL BE PROVIDED ON Oji [In 4268 (;Z5 A DESIGN—BUILD BASIS. THE ARCHITECTURAL DOCUMENTS ARE FOR CONFIGURATION PURPOSES ONLY, AND ARE NOT INTENDED TO BE UTILIZED lyv AS AN ENGINEERING DOCUMENT. ALL REQUIRED DESIGN—BUILD OF Q :T I III ENGINEERING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. L I 3 C. EGRESS LIGHTING LOCATIONS ON ARCHITECTURAL REFLECTED CEILING PLAN FOR REFERENCE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING Ds+ + I EGRESS ILLUMINATION TO MEET CODE. VERIFY WITH BUILDING = o =Gc MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF + DUCTWORK, PLUMBING LINES AND SPRINKLER LINES TO INSURE DtL INSTALLATION OF LIGHT FIXTURES SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY OBSTRUCTIONS PROHIBITING LIGHT FIXTURES FROM _ 1 11111 T till=CO 4 2 j 4 2 BEING INSTALLED AS SHOWN. + E. PROVIDE OCCUPANCY SENSOR SWITCHES FOR ALL NEW ENCLOSED ROOMS. F. RE—SWITCH LIGHT FIXTURES AS REQUIRED. t G. ALL SPRINKLER HEADS TO BE RELOCATED ARE TO BE REPLACED WITH I � I + I 4 I � I I '--� 4 � NEW SPRINKLER HEADS. PROVIDE BUILDING MANAGEMENT WITH A PLAN + =co =clII ] ( INDICATING ALL NEW SPRINKLER HEAD LOCATIONS. + Legend _�❑-rlrrrECIt Client / Owner: + I EXISTING 2'x4' ACOUSTICAL CEILING Pacific GRID TO REMAIN NW L — _ — 3 EXISTING 2'-0" x 4'-0" LAY—IN LIGHT FIXTURE TO REMAIN Properties 4 I 2.$ 2•$ NEW 2'-0" x 4'-0" LAY—IN FIXTURE — TO MATCH EXISTING 6600 SW 105th Ave Beaverton, OR 97008 RELOCATED EXISTING 2'-0" x 4'-0" LAY—IN FIXTURE + + I Project: = I� II I I t 2'-0" x 4'-0" LAY—IN FIXTURE TO BE REMOVED — SALVAGE FOR REUSE Tigard + =cl] =co =co =[I] ® EMERGENCY LIGHT Corporate + + + 22 Park - Pacific O(N) NEW WALL WASHER Res. Mortgage 2 13010 SW 68th Parkway =co =co &E) EXISTING EXIT SIGNAGE Tigard, OR 97223 + + + I I Sheet Title: ®(N) NEW EXIT SIGNAGE Reflected + + + D2 ®(R) RELOCATED EXIT SIGNAGE Ceiling Demo 1 EXISTING SPRINKER HEAD — SHOWN FOR REFERENCE ONLY and New an I till = LCID REFER TO GENERAL NOTE "G". + + + I I® 1 — — — 1 Revisions: Demolition Reflected Ceiling Plan New Reflected Ceiling Plan 1/8„=1'-0„ 1/8,.=1'-0„ Keynotes - Demo RCP Keynotes - New RCP D1. REMOVE EXIT SIGNAGE — SALVAGE FOR RELOCATION 1. RELOCATED EXIT SIGNAGE D2. REMOVE EXISTING WALL WASHERS 2. NEW EXIT SIGNAGE TO MATCH EXISTING D3. REMOVE EXISTING CEILING GRID AND TILES AT THE 3. NEW WALL WASHERS LOCATION OF NEW FIREPLACE — COORDINATE WITH 4. CEILING GRID TO REMAIN THROUGHOUT, U.N.O. REPAIR/MATCH GRID AND MILDREN DESIGN GROUP, PC, 2021, ALL NEW RCP TILE TO MATCH EXISTING WHERE REQUIRED RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 06/08/2021 Drawn by: Checked by: FE SOH Job Number 121055 Sheet PERMIT SET - June 2021 A2 MILDREN DESIGN GROUP ARCHITECTURE I INTERIORS 4875 SW Griffith Drive,Suite 300 Beaverton,Oregon 97005 0 1503.244.0552 PAINTED WALL PAINTED WALL GOED IvC'�la PAINTED WALL L. FINISHED END '�>' t t8'-1 (SITE VERIFY) 3. 6 .. ON ALL SIDES MAH Q LUU 2'-0" 5'-0" CLR. 2 � .-7 l\ 24" DEEP 7'-6" 18" DEEP OUNTERTOP I'OHILAIIU, 012CGON COUNTERTOP OI ! o COUNTERTOP - - SCRIBE WITH CAULK 1 -6 A3.2 11 , FINISHED2 - SCRIBE SCRIBE WITH CAULK S TO WALL 5 OJ lo. d26 END A3.2 WITH CAULK TO WALL A3.2 COUNTER UPPORTS AS A3.2 TO WALL IN-WALL COUNTER SUPPORTS AS REQUIRED REQUIRED OF FINISHED O END lul lul II ui CO II — M N OPEN BELOW OPEN BELOW — — N N COUNTER SUPPORTS AS N REQUIRED FINISHED END 6 FINISHED ENDS ADA SECTION 7 6 $ SCHEDULED BASE AT WALL SCHEDULED BASE AT WALL A3.2 A3.2 A3.2 SCHEDULED BASE A3.2 VIEW A BEYOND VIEW B BEYOND VIEW C VIEW A VIEW B 1 Seating Area Casework Elevation 2 Reception Desk Elevation 3 Reception Desk Detail - Room 150 3.1 / „_1 '-0" 3.1 a3.l.dwg a3.t.dw9 a3.LEwg Client / Owner: Pacific NW 4 4 4 Properties A3.2 A3.2 A3.2 * 2 EQUAL 3 EQUAL 3 EQUAL 6600 SW 105th Ave Beaverton, OR 97008 00 71— Project: O p - FINISHED o Tigard COUNTERTOP SCRIBE -I FINISHED END O) 2 WITH CAULK TO WALL, 3 END 2 3 A3.2 TYP. <v A3.2 A3.2 ) .N A32_ Corporate _ Park Pacific N N _ Res. Mortgage EQ. 5'-0" EQ. 8'-1}"t EQ. EQ. EQ. EQ. EQ. 1, 3'-6" 9'-921"f 13010 SW 68th Parkway 3 EQUAL 3 EQUAL Tigard, OR 97223 SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE VIEW A VIEW B Sheet Title 4 Fireplace and Beverage Casework Elevation 5 Co /Work Room Elevation - Room 136 s Co Casework/Work Room Elevation - Room 159 Elevations 3.1 � ,._1'-0" A3.1 »_1.-0" "-1'-0„ aJ.t.dwg a3.1.Ewg a3.1.dwg Revisions: PAINTED WALL PAINTED WALL 7 DEEP I COUNTERTOP m - SCRIBE 5 WITH CAULK TO WALL A3.2 II II II II II II ��� MILDREN DESIGN GROUP, P.C., 2021, ALL RIGHTS RESERVED II II II II II II L0 LI MILDRENLS DRAWINGS ESIGN ROUP HP.0 PROPERTY AD T ARE NOT I AND TO BE USED OR REPRODUCED IN ANY N OPEN BELOW COUNTER OPEN BELOW MANNER, EXCEPT WITH THE PRIOR WRITTEN SUPPORTS PERMISSION OF MILDREN DESIGN GROUP, P.C. AS REQUIRED f12'-6" (SITE VERIFY) t9'-B�" (SITE VERIFY) Date 06/08/2021 Drawn by: Checked by: VIEW A SCHEDULED BASE AT VIEW B SCHEDULED BASE AT WALL BEYOND WALL BEYOND FE SOH Job Number: 121055 Touchdown Area Elevation - Room 155 Sheet A3.1 a3.,.dwg A3.1 PERMIT SET - June 2021 CUSTOM FABRICATED CASEWORK INFORMATION: BACKSPLASH BACKSPLASH MILDREN FINISHES: DRAWER GLIDES: PER ELEVATION PER ELEVATION PL-1: TBD - GALVANIZED STEEL CONSTRUCTION, 4 DESIGN PL-2: TBD BALL BEARINGS SEPARATING TRACKS 2'-1" zf 2'-1" CABINET BODY: - ACCURIDE, MODEL 3832 - 100LB OR GROUP " MDF UNLESS NOTED AS PLYWOOD ON EQUIVALENT SHIM CABINET BOX SCHEDULED SHIM CABINET BOX SCHEDULED DETAIL WITH PLASTIC LAMINATE FINISHED AS REQUIRED COUNTERTOP AS REQUIRED COUNTERTOP ARCHITECTURE I INTERIORS PANELS, FACE AND EDGES PULL OUT WASTE BINS HARDWARE: AND SPLASH AND SPLASH J" MDF BACK WITH MELAMINE - HAFELE, EURO CARGO 502.73.922 ° ° CONTINUOUS 4875 SW Griffith Drive,Suite 300 MELAMINE FIXED BOTTOM SHELF WITH (2) TWO 35 LITER BINS OR ° FRENCH CLEAT MOUNTS TO Beaverton,Oregon 97005 APPROVED EQUAL. MILLWORKER TO IN-WALL BLOCKING. 015o3.zaa.ossz ADJUSTABLE SHELVES: VERIFY CABINET CLEAR DIMENSIONS N " MDF WITH MELAMINE WITH MATCHING MEET HARDWARE REQUIREMENTS ^� ° EDGE BANDING AT FRONT EDGE SCHEDULED PU ° LL AS O PROVIDE (4) MTL SUPPORT CLIPS PER SHELF RESTS: PULL SCHEDULED SHELF AND MOUNTING HOLES AT 32 MM - KNAPE AND VOGT MANF. CO., MODEL ° o ° ADJUSTABLE T� O.C. IN END PANELSFNO.IN 346 SHELF SUPPORT PINS SCHEDULED ° ° SHELVES Q ��S���D Apo/ FINISH: ANOCHROME ° ° FINISH w DRAWER BOX: _ DOOR STOPS: J �j � MDF WITH MELAMINE SIDES, BACK AND AT END CABINET UNITS PROVIDE ° ° SCHEDULED ° ��j I U�Ard 0. ; FRONT WITH MATCHING EDGE BANDING ° ° ADJUSTABLE I o ° ° FINISH 0 � 2tT H _ MATCHING BOTTOM, TYPICAL NYLON CORD AT TOP OF INSIDE SHELF GC 4., CABINET DOORS THAT IS ATTACHED ° CN ! ° ADJUSTABLE ° ° POR ILAl 1L, ORIC011 TO BOTTOM OF THE CABINET TO ° SHELF N a ° th� n0 4>68 DOOR AND DRAWER FACE: a PREVENT DOOR / DOOR HANDLE FROM ° ° ° MELAMINE INTERIOR Q J" MDF WITH PLASTIC LAMINATE FACE HITTING ADJACENT WALL ° ° ° ° ° ° SCHEDULED PULLS 9f� OFO��� AND BACK WITH MATCHING EDGE BANDING ° ° ° MISC. BRACKETS: HINGE: - WALL MOUNTED MILLWORK: HAFELE ° MELAMINE INTERIOR ° ° MELAMINE INTERIOR N - BLUM FULL OVERLAY, 120 DEGREES HEBCO, (LOAD CAPACITY 1100 LBS. - FINISH: NICKEL PLATED PER PAIR), 287.45.459 PULLS: - FINISH: GRAY PRIMED STEEL SCHEDULED BASE SCHEDULED BASE - A7 - 4" WIRE PULL CLEAR UNDERCOUNTER BACKSPLASH AND COUNTERTOP PER FINISH SCRIBE TO FLOOR SCRIBE TO FLOOR , - FINISH: BRUSHED CHROME SCHEDULEL LIGHT WHERE 3" 3" INDICATED ON *ALL CASEWORK AND MILLWORK SHALL BE ELEVATION CONSTRUCTED TO AWI PREMIUM STANDARDS UNLESS NOTED OTHERWISE* 1 Casework Specifications Schedule 2 Base Cabinet Section 3 Base Cabinet Section- (1) Drawer 4 Upper Cabinet VARIES - REFER TO VARIES - REFER TO ENLARGED PLAN ,12" 2'-7" 112" ELEVATIONS P-LAM TRANSATION TOP P-LAM TRANSATION TOP Client / Owner: & RETTURN DOWN FACE & RETTURN DOWN FACE REFER TO ELEVATIONS ^N REFER TO ELEVATIONS ^^ry " PLYWOOD WITH PLASTIC 1'-2" LAMINATE AT COUNTER P-LAM FACE P-LAM FACE Pacific TOP AND EDGE, REFER TO ELEVATIONS REFER TO ELEVATIONS AI _ P-LAM WORK COUNTER P-LAM WORK COUNTER NW + + ^N REFER TO ELEVATIONS o REFER TO ELEVATIONS COUNTESCHERULED TOP 2'_0" + VARIES - REFER TO ENLARGED PL 3'-0" CLR. @ADA SECTION N Properties zo 8 2 x 4 AT PERIMETER AND REFER TO ENLARGED PLAN SCHEDULED PULLS, FLAT BAR SUPPORT COUNTER SUPPORT AS O TYP. ° 6600 SW 105th Ave I SCHEDULED PULLS, j + REQUIRED - FINISH IN P-LAM N P-LAM FRONTS _ 1'-8" N TYP. PLYWOOD WITH PLASTIC fl FIRE SYSTEM STAND -% 12 LAMINATE AT COUNTER TOP PLYWOOD WITH PLASTIC REFER To - - - - — Beaverton, OR9 8 LAMINATE FINISHED INSIDE ELEVATIONS o AND EDGE. ATTACH TO SURFACE \ WIRE CHASE " MDF DRAWER FULL EXTENSION "1 SUPPORT W/ #10 x 2" SIDES, BACK AND HEAVY DUTY DRAWER Project: w SCREWS AT 6" 0/C , MDF DRAWER FRONT WITH WHITE GLIDES COUNTERSUNK CUTOUT FOR ELECTRICAL AND o SIDES, BACK AND a VOICE/DATA PER ELEVATION - - - - MELAMINE. EDGE - - - - - - - - - - BANDING TO MATCH Tigard o FRONT WITH WHITE p (2) 2�" TYPE S BUGLE MELAMINE. EDGE O }" MATCHING w w + HEAD SCREWS AT EACH N WIRE CHASE, TYP. BANDING TO MATCH N BOTTOM, TYP. N N STUD " MATCHING FIRE SYSTEM STAND FIRE SYSTEM STAND Corporate _ BOTTOM, TYP. I t P-LAM BASE PER ELEVATIONS 3� (D 3 " /" FLAT BAR WITH /"0 x - BACK BEVEL, SCRIBE TIGHT BASE TO MATCH FULL EXTENSION FULL EXTENSION Park Pacific 2%" LAG SCREWS TO 2 x 4 TO FINISHED FLOOR HEAVY DUTY DRAWER HEAVY DUTY DRAWER + AT 32" 0/C o CASWEWORK FRONTS GLIDES BASE TO MATCH GLIDES _ - - - - - - LI - - - o CASWEWORK FRONTS INISHED FLOOR, SHIM CASE AS FINISHED FLOOR, U es. Mortgage REQUIRED TO LEVEL SHIM CASE AS FINISHED FLOOR, REQUIRED TO LEVEL SHIM CASE AS 13010 SW 68th Parkway SCHEDULED BASE REQUIRED TO LEVEL Tigard, OR 97223 NOTE: WHERE END OF COUNTER INTERSECTS STUD WALL, INSTALL BLOCKING AND (2) CONTINUOUS (2) CONTINUOUS SECURE COUNTER SUPPORT TO BLOCKING AND/OR STUDS WITH (2) 2�6" TYPE S 2}" H BASE RAILS 2J" H BASE RAILS Sheet Title: BUGLE HEAD SCREWS AT 12" O/C MAX. PROVIDE (6) SCREWS MINIMUM WITH STRETCHERS WITH STRETCHERS AT 24" OC AT 24" OC Details 5 Counter Section s Reception Desk w/ Transaction To Rece tion Desk BBF Drawers s Reception Desk File Drawers 3. WHERE TOP OF WALL TO (1) 20 GA. 3J•" NOMINAL TYP DOOR OFFSET AT PERPENDICULAR WALL MAIN RUNNER TWO(2) MAIN RUNNER TWO FIXTURES STRUCTURE ABOVE IS LESS THAN METAL STUD BRACING TO LIGHT CLIPS AT HANGING WIRES (1) BRACE AT STRUCTURE WITH 2 AT OPPOSITE 5'-9" PROVIDE ( ) #g OPPOSITE CORNERS 8'-0" 0/C TO ONE SIDE ONLY, SHEET METAL SCREWS AT CORNERS STAGGER SIDES. WHERE EACH END; PROVIDE DOUBLE SECURED TO DISTANCE IS GREATER THAN STUD BRACE WHEN DISTANCE 16" 0/C STUD CHART: I 14STRUCTURE 5'-9", PROVIDE BRACES EACH TO STRUCTURE ABOVE IS ' EXISTING ALUMINUMCOMPRESSION • 800 S 162/ DIRECTION AT 8'-0" 0/C GREATER THAN 5'-9". WINDOW SYSTEM -43 TO 42'-10" BE / POST AT 12' O.C. • 600 S 162-33 TO 30'-9" WHERE PROVIDED NEOPRENE GASKET WITH EACH WAY PERPENDICULAR INTERSECTING ReVl810n8 24" 0/C STUD CHART: WALLS OR HORIZONTAL ACOUSTICAL SEALANT • 362 S 1TO 9' 3" EACH SIDE / THERMOSTAT 25-18 - EXCEEDS 8'-0" (DOBRACING BETWEEN W ALLS 362 S 137-33 TO 1T-6" NOT I I • CONT. ALUMINUM BRAKE / CL ' • 400 S 162-33 TO 19'-10" 4 EXTEND BRACING INTO *SHAPE TO MATCH SWITCH GANG • 600 S 162-33 TO 25'-1" EXPOSED STRUCTURE AREAS) EXISTING WINDOW SYSTEM / • 800 S 162-43 TO 34'-11" FINISH 4"SOUND BATT INSULATION uu \ NOTES: EXTENDING 4'-0" ON EACH \ • SEE A/E FOR ALTERNATE SIZES FINISHED SILL BELOW SIDE OF WALL \ • ALLOWABLE HEIGHTS BASED ON 5 PSF LATERAL LOAD, SUSPENDED CEILING \ 1/120 DEFLECTION, NON-COMPOSITE, FULLY BRACED INSTALLED BEFORE NOTE: ALL SILLS O BE INTERIOR WALLS. DO NOT \ \ • CONDITION. SEE DETAILS FOR FULLY BRACED CASING BEAD USG 200-A CUT SILLS FOR MULLION w 1- VALUES BASED ON AISI SIOO-07 WITH SUPPLEMENT Ld o L 11#2" X 11#2'• X 16 GA X 3" CLOSURES OR WALL \ 0 3 S2-10 AS REFERENCED BY 2018 IBC z Gn \ • STUDS AS MANUFACTURED BY SCAFCO STEEL STUD W/ (4) #8 SCREWS EACH SIDE INTERSECTIONS. a o HANGER WIRE _ _ _ \ CROSS RUNNER COMPANY OR APPROVED EQUAL ATTACH STUD TRACK TO MILDREN DESIGN GROUP, ac., 2021, ALL Cif �_ AT 45 DEGREES BRACING THROUGH OVERSIZED RIGHTS RESERVED© FOUR WAYS FULL HEIGHT MTL STUD I I \ ©® ® o -' O NOTE: HOLE IN GRID THESE DRAWINGS ARE THE PROPERTY OF AT FACE OF EXISTING \ - REQUIREMENTS ARE MILDREN DESIGN GROUP, P.C., AND ARE NOT ®® ® o POWER-ACTUATED FASTENERS: METAL STUDS - REFER TO MI BE USED OR REPRODUCED IN ANY SILL STUD SEE STUD N FOR LIGHT MANNER, EXCEPT WITH THE PRIOR WRITTEN HEIGHT CHART � SAFETY WIRE ATTACHED TO FIXTURES WEIGHING • 0.145"0 x 3/4" MIN. EMBED AT 12" O/C WALL STUD HEIGHT CHART PERMISSION OF MILDREN DESIGN GROUP, P.C. CEILING FIXTURE HOUSING T 56L6 OR LESS. O 22'-0" J"GYPSUM BOARD EACH SIDE \ WRAPPED AROUND FIXTURE LIGHT FIXTURES • 0.145"0 x 3/4" MIN. EMBED AT 6" 0/C, WALL SECURE TO STUDS WITH TYPE Date: 06/08/2021 i" GYPSUM BOARD AT HANGING WIRE MIN. FOUR TIMES. EACH SIDE SECURE AT DIAGONAL WEIGHING MORE TALLER THAN 22'-0' S' SCREWS AT 5" - 7" 0/C prawn by: Checked by: CORNERS NOT CONTAINING THAN 56LBS TO SCHEDULED BASE MAIN RUNNER LIGHT CLIP BE INDEPENDENTLY UNDERCUT DOOR AS REQUIRED SUPPORTED FROM REFER TO STUD HEIGHT FE SOH TO CLEAR FLOOR FINISH STRUCTURE. CHART FOR FASTENING Job Number= 121055 s Wall at Mullion - Plan View 3o Standard Mountin Heights 11 Recessed Light Fixture Brace 12 Stud Height Chart 13 Wall to Suspended Ceiling (Insulated) Sheet %"=I'-o" 3 N.T.S. °3.2.4.9 Wall Type A A3.2 PERMIT SET - June 2021