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Plans (80) BUILDING/CODE INFORMATION /� 7� V m » a r , r. T ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE DRAWING INDEX • �S 1Cale�gh°#ills ` 1mi (\ �� ,41 �� WITH 2014 OREGON STRUCTURAL CODE, N I �Y T-O PROJECT COVER SHEET _ J CONSTRUCTION TYPE' t �'y arden Homeit. �` IIB T-1 EGRESS PLAN 00 �� - � BUILDING HEIGHT' 3 STORY T-2 DEMOLITION FLOOR PLANRECEZ r1,41 co v C ; \ BUILDING OCCUPANCY' T2-1 IMPROVEMENT FLOOR PLAN " B 1i/ o M*xzger TSA T-3 REFLECTED CEILING PLAN € r,,,n TENANT IMPROVEMENT SQUARE FOOTAGE' 2,271 USF T-4 DETAILS Z c,�Rk OCT 1 7 2018 z z '..-477 �v i -- g ''''''t=' 111IN , = OCCUPANT LOAD FOR TENANT IMPROVEMENT' 23 ,� �� alnut5t ' `T ° � Fiu O Q D FULLY SPRINKELED +t�x��1 # LD �CS i, , 5 *,, „ Lake Oswego, DEFERRED SUBMITTALS4C I2 vMcboti.id St 4 r a ,z • GENERAL NOTES — CODE INFORMATION • ELECTRICAL I 1 Ill �� Q �` r Sw Durham Rd ] 1, ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH oe Q i� 2014 OREGON STRUCTURAL CODE, PROJECT TEAM —J f— J : i'' s t 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER. BUILDING ADDRESS' 6950 SW HAMPTON STREET p a yv Tualatin Rd ° 'r � 8 �. FMO. TIGARD, OREGON 97223 i I. Rd �a 3. ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES R AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY t ° j. -, k. t$ CODES. OWNER / LANDLORD' AMERICAN PROPERTY MANAGEMENT jr d'• w+""+ �o�*r 2154 N.E. BROADWAY, SUITE 200 * 20 4. FIRE EXTINGUISHERS FINAL LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL, FIRE PORTLAND, OREGON 97232 EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUARE CONTACT' DOUG LINDHOLM Ozone a�awess•rn� '• 02006Nl4vaEW FEET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. PHONE' (503)-281-7779 NORTH 5. PROVIDE A SIGN READING 'THIS DOOR SHALL REMAIN UNLOCKED WHEN BUSINESS IS OCCUPIED' ' VICINITY MAP AS DESIGNATED OR REQUIRED BY CODE OR BUILDING OFFICIALS, TENANT' SHAPIRO & SUTHERLAND, LLC. 6. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING an Oregon Limited Liability Company T—O SCALES NTS CODE, SECTIONS 1006 AND 1011. ���momm����mmomum"""iGENERAL NOTES — CONTRACTOR INFORMATION 0 AREA OF WORK ■ (J ■ 1. CONTRACTOR TO VERIFY ALL DIMENSIONS & CONDITIUNS PRIOR TO CONSTRUCTION, �} • ■ CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE M • ■ CONSTRUCTION. LS SUITE 340 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. ■ 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY ti w ■ ■ BASIS. ci ■ 11 I 4. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES II co am., --- ■ AAND NDA WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR Cg EN !• 1 unini 5.THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIAL PROVIDED w CJ NT. w € S $00 UNDER THIS CONTRACT FOR A PERIOD OF ONE (1) YEAR, UPON COMPLETION OF THE CONTRACT. 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO E" S� IMPLEMENTATION.- , C D CD' SUITE 331E4s SUITE O[-FICE CO■ 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT L/I 338 i I' 304 PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. (� CITY OF TIGARD B. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY 0 Q T T �T THE CONTRACTOR, U s'4 p VIEWED FOR CODL' COMPi.![iJrCE 9. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED Q �i a AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE 0 ,• lO '7; I GENERAL CONTRACTORS SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL 0' 01, C9 �' SUITE Approved: N� SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S Q CC 334 SUITE 302 OTC: 1 REQUIREMENTS. 10l-Fir . ALL ELECTRICAL TO BE DESIGN-BUILD. CONTRACTOR TO PROVIDE ALL DRAWN BY.C.L.BENNETT .y� /�' may, DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND SUITE Permit tt: ��Pp [p 'C.V PERMITS. ' RIO i SUITE ) DATES 9-2B-2018 SUITE ( 309 308 Address: 95 0 S v 1"7 v L,. tiSV► 11. PARTITIONS, DOORS, RELITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. FILE NAME SUITE 305 SUITE - °�° .µµ REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. CONSTRUCTION SETS\ 330 307- 311 SUITE Suite ttI sLi,t,J 12. REMOVE ALL POWER SIGNAL, SWITCHING & OTHER CONTROL ITEMS FROM WALLS TO BE SHAPIRO II, SUTHERLAND j Date: �� fC DEMOLISHED. LLC - HAMPTON SQ -" V SHAPIRO & SUTHERLAND ' By: 13. EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS. LLC-TO , --- ., t , -\,,,,, 1 ,SUITES • 14, CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF ELECTRICAL OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE 310 DESIGN AND INSTALLATION. /\ F/\'\ �:, 15. RESWITCH LIGHT FIXTURES AS REQUIRED AND/OR AS SHOWN ON REFLECTED CEILING PLAN. r x..v_ •vr-,e-�,'t, PROJECT SUITE C1 ` �.k @ @ 16. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE. 11 tines �pE 320 Approve/F-1,° REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS, SUBMIT PAINT DRAW-DOWNS TO COVER SHEET R- ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. m ,a .. t0-1�`lg Date: C2) KEY MAP — SUITE 34D }}t,-pis' _,______i--sCALE,NTS PERMIT SET 9-28-2018 T-0 • T -' 11 II -' . -1 -1 o/ SUITE 340 ''� F- II 2 0o se W (U ic FFO J - )- W I VMa' in SUITE 300 LI- Q • III � � � EN El „..........„......14:C ,� LI iiio 11111111 - q ism: wt OO r y lyl,;^^ NINA 11111111It< z imokizral Q IY EGRESS SAFETY PLAN NOTES I _ o 10'4..s. , (471 •,.ill ___ . CL MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL WIT . . TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED, I SUITE 336 SUITE 4IIr Siii 3 r SUITE EGRESS SAFETY PLAN LEGEND I -Aillh„� 304 �1 �I' f �� / 1 10IN 0 1 PATH OF EGRESS ILLUMINATION - MEANS OF EGRESS ILLUMINATION -- SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR4441::! = LEVEL, THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION S SHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN g THE EVENT OFA POWER FAILURE, THE EMERGENCY POWER SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR ON ON SITE GENERATOR. 11111 THE INSTALLATION ON THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH 2004 O.S.S.C. SECTION 2702, PER 2004 O.S.S.C. SECTION 2702, PER 2004 D.S.S,C. SECTION 1006.3 OPEN TO /I BELOW _ o I SUITE00 EGRESS SUMMARY 334 SUITE 302 Cxj ' 4 co 1. COMMON PATH OF EGRESS TRAVEL (SECTION 1013.3, EXCEPTION 1.) I C\ THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY ERisio'=,_'_'_-'_1_'_,_,_'_-'_,_,_', -' -'I tj CV'G GROUPS B,F AND S, SHALL NOT BE MORE THAN 100 FEET, PROVIDING THAT 6.1 ri)THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 rg MCOMPLIANCE MAXIMUM PATH OF EGRESS TRAVELS 83 FEET IPlitSUITE SUITE 308 O ��ti SUITE 305 309 Eli 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1015,1) _aim b L5 En EXITS SHALL BE LOCATED ON EACH STORY SUCH THAT THE MAXIMUMSUITE 330 LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE \ I c SUITE 307-311 p POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL t SUITE -- AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED 303 Li C g ig 300 FEET. (SEE TABLE 1015.1) COMPLIANCE, MAXIMUM TRAVEL DISTANCE - 72 FEET Q EMI OZ. �, COMPLIANCE, MAXIMUM TRAVEL DISTANCE 103 FEET ® 0 CO III11I1I DN 4 Of211 -.1 i . �►�1 DRAWN BY,C.L.BENNETT 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1014,1) DATE 9-28-2018 TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE FILE NAME PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50. (SEE TABLE 1014.1) CONSTRUCTION SETS\ SUITE 310 SHAPIRO 6 SUTHERLAND MPLIANCE. EXIT DOORS REQUIRED - 1Illirelipl _ LLC - HAMPTON SQ - -- SHAPIRO 6 SUTHLAND COMPLIANCE. EXIT DOORS PROVIDED - 2 SUITE 320AMMEMEMI LLC-T1 i OR74. TWO EXITS IL EXIT ACCESS ED RU, T 1014.2.1, OMATPTION 2) F/ /4\ WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC , SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS L III lip DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THEEGRESS PLAN MAXIMUN OVERALL DIMENSION OF THE AREA SERVED. B - COMPLIANCES MAXIMUM SEPARATION REQUIRED - N/A �1- lad ��1 �-1 �-'I COMPLIANCE, MAXIMUM SEPARATION PROVIDED - N/A ® EGRESS PLAN SCALE, 1/16•=1• SUITE 340 T- , PERMIT SET 9-28-2018 SYMBOLS LEGEND DEMOLITION PLAN GENERAL NOTES 1. PATCH AND REPAIR EXISTING AREAS TO REMAIN AT AREAS OF DEMOLITIONZ EXISTING WALL TO REMAIN (U WALL OR ITEM TO BE REMOVED Z >- w uwQ • O. Z 2 W T a_ 0 7 �a .'� �; j w �a Cg E-4 4.4 0 W �Cis� X DRAWN BY.C.L.BENNETT DATES 9-28-2018 FILE NAME. CONSTRUCTION SETS\ DEMOLITION FLOOR PLAN SHROHA& UL AND SHAPIRO & SUTHERLAND T-2 1/8' = 1'-0' LLC T2 SUITE 340 A DEMOLITION FLOOR PLAN PERMIT SET 9-28-2018 1 '—� SYMBOLS LEGEND FLOOR PLAN KEYNOTES FLOOR PLAN GENERAL AND FINISH NOTES Q` EXISTING WALL TO REMAIN 10 INSTALL BUILDING STANDARD DOOR 1. WALL TYPE 'B' UNLESS OTHERWISE NOTED 6. ELECTRICALS 9. LOCKS/HARDWARE. N. NEW WALL TO CONSTRUCTED 2. PAINTING. N. •EXISTING ELECTRICAL IN EXISTING WALLS TO •INSTALL BUILDING STANDARD LOCK I DEAD 0KEYNOTE ©INSTALL BUILDING STANDARD RECITE *REPAINT EXISTING PAINTED WALLS USING TWO (2) REMAIN AS IS. BOLT ON NEW ENTRY DOOR, .� COLORS OF LESSEE SELECTED RODDA COLOR PAINT. •INSTALL BUILDING STANDARD LOCKSETS ON I- • #00 COLOR TO BE. D4 / CHILD OF HEAVEN •THE ONLY NEW ELECTRICAL OUTLETS OD I 0 NEW DUPLEX ELECTRIC OUTLET ©INSTALL 84' LAMINATE BASE & UPPER PER SHEET 'T2-1' INTERIOR DOORS - PER SHEET 'T2-1', z CU CABINETS, SINK, FAUCET & DISH WASHER •ACCENT COLOR TO BES #0608 / MODERN BLUE OA •THE TWO ELECTRICAL OUTLETS & VOICE DATA •LESSOR TO PROVIDE?SUITE ENTRY DOOR KEYS, W FLOORCOVERING. OUTLETS ©TO BE INSTALLED 872' A.F.F. •LESSOR TO PROVIDE� 2.INTERIOR DOOR KEYS. (`) NEW 4-FLEX ELECTRIC OUTLET 3. RECARPET PREMISES USING BUILDING STANDARD ®INSTALL TRANSACTI❑N WINDOW W/ •CARPET & COVE BASE, } W O NEW V❑ICE/DATA OUTLET, OWNER PLASTIC LAMINATE TRANSACTION COUNTER 7. CEILING. 10. RELITES. "Z l7in PROVIDE MUD RING AND •COLOR TO BE. #00550 / INTELLECT •THE EXISTING CEILING SYSTEM WILL REMAIN AS IS. •REMOVE RELITES & INFILL - PER SHEETS 'T-2' & u W Q • PULL STRING ©INSTALL BUILDING STANDARD LOCK SET •COVE BASE TO BEI #556 / BLUE DENIM EXCEPT LESSOR WILL REPLACE STAINED OR BROKEN 'T2-1'. O. Z z CEILING TILES PRIOR TO COMMENCEMENT DATE, •INSTALL RELITE - PER SHEET 'T2-1'. �.' 0 Q D J ❑ INSTALL NEW 'X BOX IN WALL 4. VINYL FLOORCOVERING. UNLESS CEILING TILE DAMAGE IS CAUSED BY LESSEE'S W I; OR SURFACE MOUNTED ©INSTALL BACKING FOR T.V. MOUNT •INSTALL BUILDING STANDARD 1' X 1' VCT AND COVE VOICE DATA INSTALLATION. 11. WINDOW COVERING. 2 BASE IN BREAK ROOM & STORAGE ROOM - PER SHEET 'T2-1'. •CLEAN ALL EXISTING MINI BLINDS ON W ABBREVIATIONS 70 INSTALL NEW DUPLEX ELECTRICAL •COLOR TO BE.#V-223 / STONE NEUTRAL 8. CABINETRY. EXTERIOR WINDOWS, OUTLET & V❑ICE DATA OUTLET- •COVE BASE TO BE. #556 / BLUE DENIM •LESSOR TO INSTALL APPROX. 84' BUILDING STANDARD .ENSURE ALL EXISTING MINI BLINDS ARE C PLASTIC LAMINATE UPPER & LOWER CABINETRY, SINK, �� MIN 45° FROM WALL & A MAX, ❑F FAUCET & DISHWASHER IN BREAK ROOM - OPERATING PROPERLY, D DEDICATED 5. LIGHTING PER SHEET 'T2-1', �‹ Q S MAY BE SURFACE MOUNTED 55' FROM WALL, •ALL EXISTING LIGHT FIXTURES TO REMAIN AS IS, 12. TELEPHONE .'45z ®INSTALL 1' X I' VCT FLO❑RING & •CABINET COLOR TO BE. #D331-60 / SAND EXCEPT LESSOR WILL REPOSITION EXISTING •LIGHT •LESSOR TO PROVIDE MUD RING PULL STRINGS Q COVE BASE. FIXTURES. - PER SHEET 'T-3'. •COUNTER TOP COLOR TO BE.#4633-60 / - PER SHEET 'T2-1'. J NATURAL NEBULA 13. HVAC. IX CENTER WALLS •DISHWASHER COLOR TO BE. WHITE •THE EXISTING MITSUBISHI SLIM INVERTER 0 ON WINDOW MULLIONS SHALL REMAIN IN THE DATA ROOM. CL 14. TRANSACTION WINDOW / COUNTEROP Aft Aft •LESSOR TO PROVIDE A 4' X 4' OPENING IN RECEPTION AREA WITH SLIDING TRANSACTION �1 \':/ WINDOW & BUILDING STANDARD 8' WIDE PLASTIC O ®, ALIGN O ❑ El ® LAMINATE TRANSACTION COUNTER - PER ALIGN J J SHEET 'T2-1'. •COLOR TO BE. #4841-60 / DESERT ZEPHYR Ah..FF '� OFFICE OFFICE C❑NF, 00 O 0 ROOM OPEN OFFICE T C: 0 M 0 O intJ OJ ;,. co 5L1 00 ALIGN ALIGN 04 0 — T !O11O, O. G O :I'll ww ® KI), ,I, _ 1z'-7• ONr ,,,,w;4 LIr.5: RECEPTION A .� „.,, 43o O2 M 0 0 BREAK v~j SERVER OFFICE q Co .� - O ROOM STORAGE ';-1< A O� ALIGNilIbs. © , 0 0D 0 D D D R Li. `X/ 0 � C 0000 ® 7r /\ •• V DRAWN BY.C.L.BENNETT ALIGN—I DATE. 9-28-2018 FILE NAME. A CCESSIBLE DESIGN & CONSTRUCTION SETS\ SHAPIRO & SUTHERLAND CONSTRUCTION STANDARDS LLC - HAMPTON SQ SHAPIRO & SUTHERLAND ID IM' =PROVEMENT FLOOR PLAN 1. CONTROLS AND HARDWARE, SECTION 1109.3.2, OPERATIONS LLC-72-1 HANDLES, PULLS, LATCHES LOCKS AND OTHER OPERATING DEVICES ON DOORS 1/B 1' 0' SUITE 340 CABINETS, PLUMBING FIXTURES AND OTHER STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT-GRASPING, PINCHING OR TWISTING MOVEMENTS TO pm OPERATE. THE FORCE REQUIRED TO ACTIVATE SUCH EQUIPMENT, OTHER THAN EXTERIOR DOORS, SHALL BE NO GREATER THAN 5 POUNDS-FORCE, DOORS SHALL COMPLY WITH SECTION 1109.9.2004 OSSC. 2. DOORS, SECTION 1109,9,7, DOOR CLOSERS. WHERE PROVIDED, DOOR CLOSERS SHALL BE ADJUSTED TO CLOSE FROM AN OPEN IMPROVEMENT POSITION OF 70 DEGREES ON NOT LESS THE 3 SECONDS, TO A POINT 3 INCHES FLOOR PLAN FROM THE LATCH, WHEN MEASURED TO THE LEADING EDGE OF THE DOOR. 3. DOORS, SECTION 1109.9.9, OPENING FORCE. THE OPENING FORCE ALONG AN ACCESSIBLE ROUTE SHALL BE AS FOLLOWS. 1, EXTERIOR DOORS. 8.5 POUNDS-FORCE. 2. INTERIOR DOORS. 5 POUNDS-FORCE. T2 PERMIT SET 9-28-2018 m n N N F Z (U W I 2 CO O Z i- 0 in LI W Q • E. c Q � z __1__ __J--_ R ... ® l 1 I I 1 ® 2 c 2 13 0 __ -I--- ----_-I_-- I I __I___ I -_ - 4:., " -'� o + I I R 1 —�._ I 1 ___,...........__=__I___tSi �, 10� 1 + 1 + , I , + 1 ? + I i + C 1 ♦ 1 + Q �� , © R 01) I1:!S] ___ , R [ _ _ __�___ _-_� _ om___ ___ m I I I 1 1 I CL 1 r- -1- aim , -, =I ..=:[ t r--- alk 1 I 1 I 1 LS l ea. 15 -I- A- I In-- 1 I 1 01 I I I I ilif+- R I 4- ± + R I + l' _ 1 : 1 ccs..,d I J I LS I R 1 I ____X _ _ I I ` 1 ri __ +_ it + riff NI N 1 1 i 1.j---- - ----\ - ® - ---1--_ , -H w- IL -Ell__ _OD _ �r_ _ ae__ 1 1_-1-----�-_- J N cep rzl F_ c)k r.s.0„..° 0 REFLECTED CEILING PLAN x CO EN 1/8' = 1'-0' DRAWN BY1 C.L,BENNETT SUITE 340 DAM 9-28-2018 FILE NAME CONSTRUCTION SETS\ SHAPIRO 4 SUTHERLAND LLC - HAMPTON SQ SHAPIRO & SUTHERLAND SYMBOLS LEGEND LLC-T3 1,--1 EXISTING 2X4 LAY-IN LIGHT FIXTURE X EXISTING HVAC REGISTER - SUPPLY EXISTING ILLUMINATED EXIT SIGN A PM, I'1 RELOCATED 2X4 LAY-IN LIGHT FIXTURE ® ILLUMINATED EXIT SIGN - TO BE ADDED EXISTING HVAC REGISTER - RETURN 2X4 LAY-IN LIGHT FIXTURE - CONVERT TO LS LIGHT SENSOR REFLECTED CEILING EMERGENCY LIGHTING EXISTING HVAC REGISTER - SUPPLY PLAN EXIT LIGHT AC BATTERY BACK-UP El NEW JUNCTI❑N BOX TO BE ADDED ABOVE CEILING GRID + SPRINKLER L❑CATION DIRECTI❑NAL ARROW UNIT - TO BE ADDED OR SURFACE MOUNTED - PER SHEET 'T2-1", T-3 B.D. EXISTING SMOKE DETECTOR PERMIT SET 9-28-2018 1 METAL STUD TABLE - MAX WALL HEIGHT N. El STUD GAUGE gnp MAX WALL HEIGHT SPACING CEILING GRID SIZE DESIGNATION COMPOSITE NON-COMPOSITE I HANGER WIRE AT SECTION SECTION 45• FOUR WAYS (2)FlXTURE HANGING CADLES LATERAL BRACING 4' DC, AATT OPPOSITE CORNERS 3 1/2" 25 362 S 125-18 16" 15'-4" 15'-1" �' ALTERNATE DIRECTIONS TO SECURED TO STRUCTURE STRUCTURE WHEN REQ'D. 20 362 S 125-33 24" 13'-9" 12'-4" CO 16" 20'-8" 19'-6" ♦ 1— OVER 8'-0' 24" 18'-6" 17'-1" INTERMEDIATE \ ♦ T-BAR LIGHT Z LATERALBRACE BRACE REQUIRED w SDUND BATT INSULATION TD CLIPS AT TWO I g" 25 600 S 125-18 16" 19'-9" - ABOVE CEILING, F fl 1 in MIN. EACHv SIDE OF IPARTITIDN CORNERS 24" 16-9" - ALTERNATE �uiIrw—� 4 W O 20 600 S 125-3316" 30'-10" 30'-1" nlREcrtoNs ���� . L 24" 27'-2" 26'-3" . IIIIIIIIIIiI�►'IIIIIIIIIIII SUSPENDED CEILING Q C Q • NEOPRENE FOAM TAPE W 6'-0' OR UNDER CONT. BETWEEN BLOCKS s CEILING GRID D. 2 z NO INTERMEDIATE • • COMPRESSION . `� BRACE REQUIRED `/` P CASING BEAD /I �� POST B 12'D.C. W VALUES LISTED ARE BASED ON STEEL STUD MANUFACTURERS' \ EA. WAY L" '�► l� ASSOCIATION (SSMA) TABLES FOR NON-STRUCTURAL ,,,,....4 �� 00 g C COMPOSITE SECTION IN INTERIOR APPLICATIONS (5 PSF) WITH i LJ DEFLECTION LIMIT OF H/120. E�pL / �� ` .•'/ IX O 0 J/ SOUND BATT INSULATION SAFETY CABLE ATTACHED BRACING TO CEILING GRID FIXTURE METAL STUDS, SEE SCHEDULE FOR HOUSING, THEN WRAPPED © 0n-' 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1/2 CROSS ROUND FIXTURE HANGING INCH THICK GYPSUM BOARD ON BOTH SIDES w/#6 BRACING WALL GAGE AND SPACING CABLE MIN. 4 TIMES ,,,e4< RUNNER z \ CROSS SECURE AT DIAG. CORNERS SCREWS AT 12 INCHES O.C. MAX. WALL ACOUSTIC. SEALANT 2 SLAB NOT CONTAINING T-BARJCLIPS 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD PARTITIONSIR 0145^ POWDER ACTIVATED DRIVE CRp I— IS ON ONE SIDE. PROVIDE BLOCKING OR --_PIN W/ 1' EMBEDMENT AT 4'-D' D,C. RUNNER IX STRAPPING ON OPPOSITE SIDE AND USE MAX, INTO CONCRETE DECK, O NON-COMPOSITE SECTION VALUES. SPACING OF LATERAL WALL TYPE "B" RECESS MOUNTED 2 BRACING 3 INSULATED PARTITION WALL 4 LIGHT FIXTURE S UPPOR T MTL. STUD SCHEDULE 4 N.T.S. -4 N.T.S. -4 N.T.S. Ca 4T} E-1 44 Co CO 44 04 el:3 CDC) D ' DRAWN BY.C.L.BENNETT DATE. 9-28-2018 FILE NAME. CONSTRUCTION SETS\ SHAPIRO & SUTHERLAND, LLC - HAMPTON SQ SHAPIRO & SUTHERLAND LLC - T4 ,VAJOUM:.M. 4," tfate, ' , DETAILS PERMIT SET 9-28-2018 1 '-4