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Plans CN BUILDING /CODE INFORMATION DRAWING INDEX INTERNATIONAL BUILDING CODE 2003 EDITION t:16;/7-1k.. S`'- I� ,,Mn rzWE .# ,. •'7 .ith AMENDED BY THE STATE OF OREGON 200.4 EDITION fC(dtil f,, I a ; S . ", Raleigh:Hitls� 0� , tkm ` i G :, ` OF �� T -O COVER SHEET ; �. �'� � CONSTRUCTION TYPE: FULLY SPRIN LERE�J ° k " u , , - ' �,y K T - 1 EGRESS PLAN (, �: Approved Cu A. " 1--. _ p — .� , 5 " • BUILDING HEIGHT 3 ST ORY C A pproved [ 1 T -2 DEMOLITION FLOOR PLAN IA ��� • Gar den.Home [ �V F`2 "fir T -2 -1 IMPROVEMENT FLOOR PLAN : ; ; ' 43s B S L t Follow [ ] ' f ›.- ; o `p BUILDING OCCUPANCY. Attached [ 1T -3 REFLECTED CEILING PL � � .& 4 Off., Z 1- A p " , y iii >" R " TENANT IMPROVEMENT SQUARE FOOTAGE 6 USF ' KU . P erm it N um b er. N f 'al-7 — Or i y T -4 DETAILS r ti u_, w it c S�k Vweir _ m e z 21;;_ a 7r T,r OCCUPA LOAD FOR TENANT IMPRO'VEiiENT� 7 Address: `CO +7'ri� S 3 � ' � v � ff, `� `'� O � � � 0 El • : x a - � Dat , DEFERRED SUBMITTALS < < , -. C 2 c . kerr t'E n ^ ; 1 • ,E.' S ,,,, w , ; ,:;:It T . e ; GENERAL NOTES' — CODE INFORMA ION Q c w ELECTRICAL e ' j LakeOsevego 1• ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH THE INTERNATIONAL BUILDING <1 It , iai s S;;;McD onaldSt,,• KKu_eWay CODE 2003 EDITION AS AMENDED BY THE STATE OF OREGON 2003 EDITION AND ALL OTHER STATE PROJECT TEAM FZif > - AND LOCAL CODE REQUIREMENTS THAT APPLY. ` z 2. MAINTAIN 100% COVERAGE FROM EXISTING FIRE SPRINKLER AND SMOKE & FIRE ALARM SYSTEM PER. '�', BUIDING ADDRESS. T _ ;� � � . • ; y �t_ G E 6950 SW HAMPTON STREET � r J . 55,. Duraiarwi i8J : ' ; «" - ,.:: "6" " _ ?;,.., ' FMO. T IGARD, OREGON 97223 I — 6- o'`t- _ " % 3 . ALL EMERGENCY LIGHTING, SPRINKLERS, FIRE DETECTORS, FIRE ALARM COMMUNICATION DEVICES � - - � / LANDLORD' AMERICAN PROPERTY MANAGEMENT ID ; ' AND ALL OTHER REQUIREMENTS TO CONFORM TO OREGON STATE BUILDING AND LIFE SAFETY `� ;D1)E : 215 E. ;1ROArP AY, F''ITF :,,no Q_ F ire Sprinkler �_ A ,+ ,r .; I •• �:. . a's.:. 4. FIRE EXTINGUISHERS FINAL LOCHIILNS TO i•- ?kJ U dl HE FIRE MARSHAL, FIRE Fire Alarm ..-.. CONTACT' DOUG LINDHOLM r ,' u'.. a ; r" ° -r - Al ` - , ) EXTINGUISHERS TO BE LOCATED IN ACCESSIBLE LOCATIONS, IN PLAIN VIEW EVERY 3,000 SQUAR EMeChanical .25:: PHONE: (503)- 281 -7779 7,-,--. I I ? .�'-% <•- ,> :_ ..•,; •;` ;�' _; '-/ ! FE ET OF FLOOR AREA WITH A MAXIMUM PATH OF TRAVEL OF 75 FEET. ;, , ;...; ;,_,- a rt kr Plu mbin g „?,:•.--- % ° ,. `1 : , ` , - : , , i3 :, , $tr ar Bl - - --- -,"-% 5. PROVIDE A SIGN READING anes Como 1 . � � � � , � �,- 4 , ����� " • ' THIS DOOR SHALL REMAIN UNLOCKED WHEN BUSINESS IS ❑CCUPIED' TENANT?"' ROBERT J. HORVAT, JR., 2005,NianQue ,, '',;.4'; ' '' " " ® ,„111. " — , ;,, AS DESIGNATED OR REQUIRED BY CODE OR BUILDING ❑FFICIALS. Electrical .25:. t ins„ = - •^'sJ ° � �. `� .« - - " , _ -` ;�.:.' ``.•. �.•^. ` ©2006 NYSV � TEG 6. PROVIDE SMOKE DETECTORS PER FIRE MARSHAL REQUIREMENTS, THE INTERNATIONAL BUILDING Truss Engineering CODE, AND THE INTERNATIONAL FIRE CODE. Shop Drawings —_ 7. EXIT SIGNS AND ILLUMINATION SHALL BE IN ACCORDANCE WITH INTERNATIONAL BUILDING ---' NORTH CODE, SECTIONS 1006 AND 1011. Othe _ 8. PENETRATING ITEMS PASSING ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OF BEARING O — WALLS ARE REQUIRED TO HAVE A FIRE RESISTIVE RATING AND WALLS REQUIRING PROTECTED GENERAL NOTES — CONTRACTOR INFORMATION M 1 VICINITY MAP OPENINGS SHOULD BE PROTECTED WITH THROUGH PENETRATION FIRE STOPS PER SECTION 716 CO OF THE INTERNATIONAL BUILDING CODE. I. CONTRACTOR TO VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION, CO T —O SCALE NTS CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE ADA UPGRADE SUMMARY CONSTRUCTION 2. ALL DIMENSIONS FROM CENTER OF WALL OR GRID UNLESS OTHERWISE NOTED. TOTAL COST OF CONSTRUCTION' 3. THE CONTRACTOR SHALL KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY r r . Ry AREA OF WORK 25% OF TOTAL COST OF CONSTRUCTION' BASIS. } � MAXIMUM AMOUNT TO BE PAID FOR ADA UPGRADES. 4, UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE PREMISES ESTIMATED COST OF ADA UPGRADES' c r .� •:+ 1 AND WASH THE INSIDE OF ALL WINDOWS SO THAT THE SPACE IS READY FOR OCCUPANCY FOR )1( PARKING (ALREADY COMPLIANT) TENANT. 31 320 n I ■ ACCESS TO BUILDING (ALREADY COMPLIANT) r SUITE S. THE CONTRACTOR SHALL WARRANTEE ALL PARTS, LABOR, EQUIPMENT AND MATERIAL PROVIDED O 9 SUITE � .T ! UNDER THIS CONTRACT FORA PERIOD OF ONE U) YEAR, UPON COMPLETION OF THE CONTRACT. 0 ., x 11( ELEVATOR ACCESS. (ALREADY COMPLIANT) '� 0 ,, SUITE . SUITE ' ' 5 338E TR -1 Mill ■ REST ROOMS COST TO UPGRADE EXCEEDS 25% REQUIREMENT 6. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR TO tom.. ,�.' C") 0 318 I 330 S3 ■ DOOR HARDWARE' (COST TO UPGRADE ) IMPLEMENTATION. [ yv �` �, CASEW (RECEPTION DESK /BREAK ROOM CABINET) 7. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT ' = PRIOR TO CONSTRUCTION. PROVIDE SHOP DRAWINGS FOR ALL CASEWORK. .-- Q "`7 EXIT I ALREADY COMPLIANT ,8 SUIT 8. ANY ADDITIONAL DRAWINGS AND SPECIFICATIONS REQUIRED FOR PERMITS TO BE SUPPLIED BY I- STAIRS 323 I , TOTAL COST OF ADA UPGRADES' THE CONTRACTOR. U SUITE UIT SUITE I Si.; • _• = . • ■ ' , 305 331 9. ALL WORK LISTED, SHUWI; GR IMPLIED ON ANY CONSTRUCTION DOCUMENTS SHALL BE SUPPLIED ti I AND INSTALLED BY THE GENERAL CONTRACTOR EXCEPT UNLESS NOTED OTHERWISE. THE p ' I' SUITE • t4 SUITE 2 GENERAL CONTRACTORS SHALL CLOSELY COORDINATE ALL WORK TO ASSURE THAT ALL El Ch ! 340 SCHEDULES ARE MET AND THAT ALL WORK IS DONE IN CONFORMANCE TO MANUFACTURER'S CL r CO ` Y 315 307 SUITE I O PEN TO Ik, '.i- REQUIREMENTS. '�" ATRIUM M I. ,'. 10. ALL MECHANICAL AND ELECTRICA T❑ D SIGN - BUILD. CONTRA 7 R T PROV D ALL A SUITE ' L BE E C D O I E DR WN BY C.L.BENNETT 314 SUITE ! BELOW '- ' DOCUMENTATION INCLUDING SHOP DRAWINGS THAT ARE NECESSARY FOR CONSTRUCTION AND 322 SUITE . L •i' PERMITS. PROVIDE THE ARCHITECT WITH ALL DRAWINGS FOR REVIEW OF LOCATIONS PRIOR TO 311 - �• - -- CONSTRUCTION. F DATE' 1 o SUITE . _ - a a , FILE NAME 313 -- - F , 11. PARTITIONS, DOORS, RECITES AND ITEMS SHOWN DASHED ARE TO BE REMOVED OR RELOCATED. SUITE SUITE SUITE; u ` � ` REUSABLE MATERIALS TO BE RETURNED TO BUILDING STOCK. SG,JSiRUC7tC1t< SE`S'. III 303 309 304 ^ � • { "ORVA1\nC:R -i0 SUITE SUITE , 5 = , _. 12. REMOVE ALL POWER SIGNAL, SWITCHING & OTHER CONTROL ITEMS FROM WALLS TO BE 312 324 ' = I.:II • DEMOLISHED. r .. �. -. 0 4 _ __,__v _ _ ""' •. i . XS 13 EXISTING ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN AS IS 4 �'w" ! I SUITE SUITE 1 , f , .•yi � • I i 't- 14 . CONTRACTOR TO VERIFY WITH TENANT THE EXACT LOCATIONS AND REQUIREMENTS OF „ y SUITE . • SUITE Ir r� a ) r , �^ `' 'l ELECTRICAL AND VOICE /DATA OUTLETS. TENANT RESPONSIBLE FOR CONTRACT OF LOW VOLTAGE DESIGN AND INSTALLATION. ti 308 SUITE • .} 7 �� s -, s-- SO . ° 302 4 • � 15. RE SWITCH LIGHT FIXTUR AS REQUIRED AND /OR AS SHOWN ❑N REFLECTED CEILING PLAN. PROJECT • -0 e c a � a T O - _� 16. MATCH EXISTING CONDITIONS AND FINISHES AT ALL LOCATIONS UNLESS NOTED OTHERWISE, COVER SHEET j REFER TO THE FINISH SCHEDULE FOR ALL FINISH MATERIALS, SUBMIT PAINT DRAW -DOWNS TO KEY MAP — SUITE 330 . O a ryTYps ARCHITECT FOR APPROVAL PRIOR TO APPLICATION. 2 . ncy Z T —D SALE NTS OFFICE COPY . R PER MIT I SET 1-5-2007 OFFICE t .. Aecessibit> , Cr ..,,,: N I,,� N 1 1'�' SUITE SUITE II I � A �� Z EXIT 319 320 i STAIRS - 1 co _ SUITE 330 : >.. W - SUITE 318 =C " r UI SUITE 336 0 ( ' Z C "Q c Ili Q SUITE 321 ON SUITE 334 ® u C I Z �� :� s ��� .1c: 0 la C W w . 1 SUIT 317 s CZ I Ci SUITE 323 411 a 1 Q . . . 1 . r SUITE 316 SU 305 ' SUTTE 331 ;I SUITE 340 z • SUITE 315 O O CZ S UITE El SUITE 0_ 307 i i m I / ! �- I . v u ���J OPEN M u - ATRIUM I. I SUITE 314 BELOW SUITE 322 ■ vi p O 0 a SUITE 313 • IQI SIJj lE SO CE SUITE 30. O • SUITE 312 SUITE 324 u� s ' I - M �:1 L—,. d 41 ti I SUITE 310 SUITE 300 c\2 SUITE 308 SUITE 302 . 0) E`t ON �' 1'J ' � O U EGRESS PLAN o mi o r � 0_ `I cc 0:1 SUIE NTS C�1 "ti EGRESS SAFETY PLAN NOTES DRAWN BYE C.L.BENNETT MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL EGRESS SUMMARY DATE 1 -4 -2007 TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. FILE NAME 1. COMMON PATH OF EGRESS TRAVEL <SECTION 1013.3, EXCEPTION 1.) 3. EXIT OR EXIT ACCESS DOORWAYS REQUIRED (SECTION 1014.1) CONSTRUCTION SETS\ THE LENGTH OF A COMMON PATH OF EGRESS TRAVEL IN OCCUPANCY TWO EXITS OR EXIT ACCESS DOORWAYS FROM ANY SPACE SHALL BE F:CRVAT \HCR GROUPS B,F AND S, SHALL NOT BE MORE THAN 100 FEET, PROVIDING THAT PROVIDED THE OCCUPANT LOAD OF THE SPACE EXCEEDS 50. THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER (SEE TABLE 1014.1) EGRESS SAFETY PLAN LEGEND SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 COMPLIANCE MAXIMUM PATH OF EGRESS TRAVELS - 14 FEET COMPLIANCE EXIT DOORS REQUIRED - 1 2. TRAVEL DISTANCE LIMITATIONS, (SECTION 1015.1) COMPLIANCE EXIT DOORS PROVIDED - 1 .431 FL' f. Y ,, ts..' PATH OF EGRESS ILLUMINATION - MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS EXITS SHALL BE LOCATED ON EACH STORY SUCH THAT THE MAXIMUM 4. TWO EXITS OR EXIT ACCESS DOORWAYS, (SECTION 1014.2.1, EXCEPTION 2) " THAN 1 FOOT- CANDLE <II LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE MOST REMOTE WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC / 4a MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES POINT WITHIN A STORY TO THE ENTRANCE TO AN EXIT ALONG THE NATURAL SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, ELECTRICAL SUPPLY. IN THE EVENT OF A POWER FAILURE, THE EMERGENCY POWER AND UNOBSTRUCTED PATH OF EGRESS TRAVEL, SHALL NOT EXCEED THE SEPERATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND 300 FEET. <SEE TABLE 1015.1) EGRESS PLAN • SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON DOORWAYS SHALL NOT BE LESS THAN ONE -THIRD OF THE LENGTH OF THE SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER COMPLIANCE MAXIMUM TRAVEL DISTANCE - 47 FEET MAXIMUN OVERALL DIMENSION OF THE AREA SERVED. SYSTEM SHALL BE IN ACCORDANCE WITH 2004 O.S.S.C. SECTION 2702, PER 2004 O.S.S.C. SECTION 1006.3 COMPLIANCE MAXIMUM SEPARATION REQUIRED - N/A COMPLIANCE' MAXIMUM SEPARATION PROVIDED - N/A PERMIT SET 1 -5 -07 T._1 CJ DEMOLITION PLAN GENERAL NOTES 1. PATCH AND REPAIR EXISTING AREAS TO REMAIN AT AREAS OF DEMOLITION F., CO Z CU LLI I 0 SYMBOLS LEGEND Z r U, EXISTING WALL TO REMAIN a c Q c • WALL OR ITEM TO BE REMOVED 1 0 < j p W C� l3 2 - Q 105' _ � E / M ti I C1 I I `'y II II 1 a cc\2 II l� I O E- \\\ © � \\ w w 4� Q DEMOLITION PLAN 0 to o 1/8' = 1' -0' CO SUITE 330 DRAWN BY C.L.BENNETT DATE. 1 -4 -2007 FILE NAME. CONSTRUCTION SETS\ NORVAT \HOR -T2 DEMOLITION FLOOR PLAN PERMIT SET 1 -5 -07 T-2 FLOOR PLAN KEYNOTES FLOOR PLAN GENERAL AND FINISH NOTES '---. 0 INSTALL BUILDING STANDARD DOOR 1. WALL TYPE 'B' UNLESS OTHERWISE NOTED 1 OINFILL WITH NEW WALL TO MATCH EXISTING 2. WALL FINISH F„ CO • s REPAIR ANY DAMAGE, FILL ANY HOLES & PAINT Z N ALL INTERIOR WALLS & PARTITIONS W/ STANDARD W I SYMBOLS LEGEND GRADE PAINT 2 co PRIMER COAT (1) FINISH COAT L( ) EXISTING WALL TO REMAIN ' COLOR: TBD < c Q c • Ox KEYNOTE 3. FLOOR COVERING CARPETS V W Z C REMOVE EXISTING CARPET C o z WALL TYPE . REMOVE EXISTING COVE BASE W O V BUILDING STANDARD INSTALL - GLUE DOWN C. 1 LJ NEW DUPLEX ELECTRICAL OUTLET C110V) . COVE BASE. C7 4. LIGHTING S NEW WALL SWITCH ,, LIGHTING TO BE TO CODE liatQ * INSTALL BUILDING STANDARD WALL SWITCHES IN ENTRY & IN EACH z DEMISED SPACE ',a Z 5. ELECTRICAL: J * INSTALL 110 VOLT DUPLEX OUTLET EVERY 12 1 0 0 0 //_ e 0 I LINEAL FEET OF NEW WALLS ONLY 6. CEILING REPLACE BROKEN /STAINED CEILING TILE , . . REPAIR CEILING GRITI 'dtlEr.c NEW STORAGE y -- _-- -.�- -- mss-..; CLOSET IS TO BE BUILT SO GRID IS TH SAME LEVEL �� 7. WINDOW COVERS. o FURNISH /REPAIR LESSOR'S BUILDING STANDARD MINI - BLINDS ON ALL EXTERIOR WINDOWS, SUCH THAT THE SAME ARE OPERABLE & REASONABLY FREE OF DEFECTIVE SLATS. 8 . LOCKS / HARDWARE. — — o ENTRY DOOR TO BE REKEYED • INTERIOR DOORS (PASSAGE TYPE) NO LOCKS O o 2 SUITE ENTRY DOOR KEYS - LESSOR TO PROVIDE d 9. INSULATION. Cr) ' DEMISING PARTITIONS WILL INCLUDE BATT TYPE (R -11) INSULATION • ALIGN 10. REMOVAL: W O a REMOVE EXISTING TELEPHONE EQUIPMENT & REPAIR ANY DAMAGE E.., ` CAUSED THERE BY. W ® a Y 11. GRAPHICS �' 9 FURNISH & INSTALL LESSOR'S BUILDING STANDARD ENTRY DOOR E-4 o . (� � GRAPHICS AND DIRECTORY BOARD STRIPS. 1 N. ':`. cta 12. TELEPHONE ; ^� * LESSOR TO INSTALL MUD -RING PULL STRING EVERY 12 LINEAL FEET ... S Q OF NEW WALLS ONLY + E.4 E.4 (vr -----) 0 105" wQ��� 0 o � DRAWN BY' C.L.BENNETT FLOOR PLAN DATE 1 5 -2007 1 1/8' = 1'-0' FILE NAME' SUITE 330 ACCESSIBLE DESIGN & CONSTRUCTION SETS\ CONSTRUCTION STANDARDS HORVAT \NOR T2 I 1. CONTROLS AND HARDWARE, SECTION 1109,3.2, OPERATIONS' HANDLES. PULLS, LATCHES LOCKS AND OTHER OPERATING DEVICES ON DOORS CABINETS, PLUMBING FIXTURES AND OTHER STORAGE FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE ' ':;. '" 'N'), AND NOT REQUIRING TIGHT - GRASPING, PINCHING OR TWISTING MOVEMENTS TO = l ' T 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. 71... 2-1 2. INTERIOR DOORS. 5 POUNDS - FORCE. PERMIT SET 1 -5 -07 m N N. N. 1 , 65 t- ( "kJ Z 1 W co 2 o >W I1) a CQ , L • VLU Z Z w 0, : 4 1 a 1 I i `t , i �1 4 i I I 1 1 Q i.. ; i ( 1 1 I } 1 1 I ' 1 +i I 1 I I 1 j or I 1 _ 1 1 f 1 I® j 11 j O 1 J. 1 c,) co _ .1 E-, Er ti 4 Es' 0 uh�gC REFLECTED CEILING PLAN o 0 4 4 _ 3 iy���o 1/8' = V-0' SUITE 330 ° CO F" DRAWN BY C.L.BENNETT SYMBOLS LEGEND DATE. 1 -5 -2007 FILE NAME. CONSTRUCTION SETS\ HORVAT \NOR -T3 ill EXISTING 2X4 LAY -IN LIGHT FIXTURE U EXISTING HVAC REGISTER + SPRINKLER L ❑CATION ® EXIT LIGHT AC BATTERY BACK -UP �; DIRECTIONAL ARROW UNITS WHERE LINE OF SIGHT° TO NEAREST EXIT IS OBSCURED - TO BE ADDED REFLECTED CEILING PLAN PERMIT SET 1 -5 -07 T-3 m METAL STUD TABLE - MAX WALL HEIGHT I 16' 30' - 10' 30' - CEILING GRID STRUCTURE NA % MALL HEIGHT !� HANGER OPPOS CORN0 GA C ➢ N . SIZE OE5IC _ GAUGE STUD SPACING / 1 STUD CONPOSTIE NON- CWP091E 45' FOUR WWAAYST (Z1 TH FlXNRE E HANGINEG RS CARIES i` D CTwNNEL SECTION %COON ER AL BRAC DIG T4' ➢C. ro SECUREp TO STRUCTURE Pa1NT T[1 INTC ,WI H VAL 3 5/8" 25 362 S 125 - 18 16" iS - 4" 15 - 1 �r , S VlEIR REO'U. I 24' 13' - 12' - \ \ DYER t2' -0' \ T -BAR LIGHT ' � 20 362 S 125 -3: 16- 20' -8" 19' -6" s In SU L / • CCI 2¢" 18 - 17 - INTERMEDIATE ! BAT CLCLIPS S AT TWO D WO r SOUND A 1 I MIKE S I OF PAR TO _ W a �C 2 LRTERALBRACE BRACE REIRED EXTEND OVER CEILING 4' -0' DIAGONAL 6• 25 6DD $ 125 i6' 19 - - ABOVE CEILING, ��_ _-- MIN EACH SIB OF PaRT1TI0N CORNERS �� S WND GATT T INSULATITN ART 111 =11 l � M[N EA SIDE OF PARTITION 5 20 600 S 125 - 3:. • CO Tl1 EXTEN OVER CEfL[NG E 4 ' -0 24 I6' -9" - ALTERNATE �r ii� ' G D IRECTIONS SUSPENDED CEILING . . 24' 27' 2" 26 - 3" ' ` C �J >. W O " 12'-0' OR UNDER ' �.� 1 11111111111 ! "J9'lll CONT. FOE. raPE 4 CEILING GRID •eL F w NO INTERMEDIATE CONT. BEE FOE. BLDCNS � -� COMPRESSION BLOCKING BRACE REQUIRED /` �� CASING BEAD / I ' POST e 12' 0.C. = C Q @•; VALUES LISTED ARE BASED ON STEEL SD MANUFACTURERS' EA. WAY ASSOCIATION (SSMA) TABLES FOR NON-STRUCTURAL STUD FASTEN RUNNER m \ W C N w SOUND GATT INSULATION Qi CEILING -PER SCHEDULE U Ev - CEILING SUPPORT a 2' -0' O.C. �, ■ 1'L O Z COMPOSITE SECTION IN INTERIOR APPLICATIONS (5 PSF) WITH NI s1 - Oats THEM/ NEOPRENE /y \ 1 DEFLECTION O / MIT OF H 120. ,` Q Q SAFETY CABLE ATTACHED ill O C V II � / . Ed / SOUND GATT INS HOUSING. 70 CEILING GRID FIXTURE 3 /8' TYPE 'X' GYP. B ➢. C C V BRACING J USING, THEN WRAPPED \.� GYP. B6 TO 9' -0' " 1/2 CROSS METAL STUDS, SEE SCHEDULE FOR ROUND FIXTURE HANGING 1. VALUES FOR COMPOSITE SECTION REQUIRES MINIMUM 1 UR - w / ---~' yy/A.�I�,R C. / WALL GAGE AND SPACING CABLE MIN. 4 TP.IES � 1141 R F. STUDS PER SCHEDULE INCH THICK GYPSUM BOARD ON BOTH SIDES W /p6 BRACING SECURE AT DRAG. CORNERS Q C ROSS BASE -PER FINISH SCHEDULE SCREWS AT 12 INCHES O.C. MAX, vALL ACOUSTIC. SEALANT a SLAB CLIP CON T -BAR O Q 0.145- POWDER ACTIVATED DRIVE �, MAX. IN CONCRETE DECK. U.C. a 2. HEIGHT LIMITS ARE LESS WHERE GYPSUM BOARD PARTITIONS 0.145- POWDER ACTIVATED DRIVE - --- - - - - -_ IS ON ONE SIDE. PROVIDE BLOCKING OR - -MA IN TO O EMBEDMENT C 4•-0• D.C. 1--1 STRAPPING ON OPPOSITE SIDE AND USE MAX IN CONCRETE DECK. NON - COMPOSITE SECTION VALUES. z SPACING OF LATERAL WALL TYPE R ' B" RECESS MOUNTED Q BRACING INSULATED PARTITION WALL LIGHT FIXTURE SUPPORT WALL TYPE C MTL. STUD SCHEDULE 4 N.T.S. 1---- N.T.S. N.T.S. O CL C) CO CO U) rn ro�De De oti w W DRAWN BY. C.L.BENNETT DATE. 1 -4 -2007 FILE NAME. CONSTRUCTION SETS\ NORVAT \HOR -T4 I � a DETAILS T_4 PERMIT SET 1 -5 -07