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HomeMy WebLinkAbout10140342.pdft In196/IVni ! n II 1 VI IINn VLI_ SITE PLAN IN 143' w U Q CL V) A :; TRASH O n N NOT A SPACE Ili � I UJ to �� CONVERT EXISTING HANDICAP - '- STALL TO VAN ACCESSABLE HANDICAP PARKING PER DETAILS w c� Q K SIGN ----/ -...... _ �...� ....., ... kTE/FENCE SYMBOLS SHEETINDEX O DOOR, Al TITLE SHEET, PROJECT INFORMATION AND SITE PLAN SEE DOOR LEGEND 6%'MTYPE' ELECT P L W11 G REVISION, A2 DEMOLITION FLOOR &CEILING PLAN k1 DIM 0 SEE TITLE BLOCK REVISIONS A3 NEW FLOOR & CEILING PLAN BREAK LINE A4-PLiJ#BING PLAN- SEE "P1" FOR PLUMBING PLAN 1 DETAIL REFERENCE, �.I� ' `c3 Ya �d �`A6 SEE DETAILS A5 DETAILS 44 °54��,,� I Tax, -t;��....g . M1 MECHANICAL 1 ELEVATION REFERENCE, A6 SEE ELEVATIONS NO SEE ELECTRICAL E2 ELECTRICAL ^Bk�6k SECTION CUT, A6 SEE SECTIONS E3 ELECTRICAL } Z(N TRUE NORTH ARROW u P1 PLUMBING 5,4 NORTH APPROVED "-'g-1 �=r ,g 3 PAL j - ..: !,, C. g S � P7E- r' .. fa''� `sy �`"<, ``€t t", " .;r "> 4 } di r PNIPi3 (Wi .�*'*°.a 7 i �.�r r,uu 10 D t r q ,' ' 1 Py n • r r i c. r, ts3 r9`». °... r v px €w, '"^n # n, y �.' GENERALNOTES 'wti' a,a Aa w ... ...., ....,, ha ta�ae@'R `.e C.s.; i,s Ag�#o;,A_°e job 111 Ie I t o:, vur� h 1. TBC IS NOT RESPONSIBLE FOR THE COMPLETENESS OF PLANS PRIOR TO BUILDING AND ARE ° � ar tui"ho t from f ., DEPARTMENT ARRROVALS. ty of 5Ana . ws ;, 2. VERIFY ALL DIMENSIONS ON PLANS AND AT JOB SITE PRIOR TO START OF CONSTRUCTION. DO NOT plan and specifications SHALL NOT SCALE PLANS. DIMENSIONS GOVERN. IF THERE IS ANY DOUBT, CALL TBC. DISCREPANCIES TO BE al to �nor be t 4n r.ro o r thia,violation f t t REPORTED BEFORE ANY ADDITIONAL ACTION IS TAKEN. i4l.,".'ovislons of , Y 1` Ordinance o S a° 'a . `x¢ ..._.'..®r - Y 3. UNLESS NOTED OTHERWISE, THE GENERAL BUILDING PERMIT, PLAN CHECK AND OTHER FEES SHALL BE m .�; PAID FOR OR REIMBURSED BY CLIENT. s 4 fflT, k..,. 4. SUBCONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE g`�� `���� 700 MATERIAL OR RUBBISH CAUSED BY THEIR WORK. AT COMPLETION OF SUBS WORK SUBS SHALL REMOVE I ALL RUBBISH AND SURPLUS MATERIALS FROM SITE. "U 180 d. t. ABBREVIATIONS BUILDING DATA a: AT HC HANDICAP JOB ADDRESS: 1820 SANTA FE STREET ADDL ADDITIONAL HM HOLLOW METAL SANTA ANA, CA AFF ABOVE FINISH FLOOR HORIZ HORIZONTAL BLDG BUILDING INSUL INSULATION J , CLG CEILING MAX MAXIMUM OWNER: INSIGHT INVESTMENTS CORP. WHEEL STOP 600 CITY PARKWEST, SUITE 500 COL COLUMN MIN MINIMUM --- --- - 70 SQ.INCH CONC CONCRETE MTL METAL ORANGE, CA 92628 ` ACCESSIBILITY SIGN CONST CONSTRUCTION NIC NOT IN CONTRACT TEL: (714) 939-2310 PER SEC.11288.5 DEMO DEMOLISH NTS NOT TO SCALE DIA DIAMETER OC ON CENTER BUILDING CODES: 2001 CALIFORNIA STANDARD CODE (2001 GBC, E EXISTING OCC OCCUPANCY f CMC, CPC, AND CEC), AND LOCAL ORDINANCES. EA EACH OFCI OWNER FURNISHED CONTRACTOR INSTALLED THE CALIFORNIA STANDARD CODE IS BASED ON STRIPES AT 36" EX EXISTING OFOI OWNER FURNISHED OWNER INSTALLED THE 1997 UBC, UMC, UPC AND 1999 NEC. Z ON CENTER t' EXISTG EXISTING OPENG OPENING gq R p ELECTL ELECTRICAL PL PLASTIC LAMINATE "° EXT EXTERIOR R RELOCATED BUILDING TYPE bo 12 LETTERS " OF CONSTRUCTION: h s !- �;Y �t `2'.x,aRr * xH *a, _lT��, � z z� aenw ,. �`yj�t�-u `.',3 � TYPE V-N SPR(NKL�D ` � '� � � � � `� 4'� "' EQ EQUAL RM ROOM r. $,,a" FEC FIRE EXTINGUISHER CABINET SEP SEPARATE a 0 FOF FACE OF FINISH SF SQUARE FOOTAGE OCCUPANCY GROUP: B AND S-1� D J ,p� Z FOS FACE OF STUD T.O. TOP OF�� -�y��°�°�:sr°a�, TYP. PAVEMENT GA GAUGE TYP TYPICAL a, 3 . sYMBOLPER GYP BD GYPSUM BOARD UNO UNLESS OTHERWISE NOTED STORIES: 1 SEC.11298.5 9'-0" MIN. 9'-0"MIN. GROSS TENANT AREA: 19,000 S.F. k Q REMODELED AREA: 1600 S.F.` " 6-0" MIN. AT TYP. NEW OFFICES: 1190 S.F. 841- ACCESSIBLE PARKING TOTAL OFFICE: 2790 S.F. STALL 8'-0" MIN. AT VAN ACCESSIBLE PARKING PARKING PROVIDED: 39 SPACES (INCLUDES 2 VAN ACCESSABLE HANDICAP SPACES) STALL DESCRIPTION OF WORK: REMODEL 1600 S.F. OF EXISTING INTERIOR OFFICE SPACE AND ADD 1160 S.F. OF ADDITIONAL OFFICE SPACE AND TOILET ROOMS. STANDARD & VAN ACCESSABLE PARKING NTS 1. PROVIDE ONE ACCESSIBLE PARKING SPACE PER TWENTY-FIVE STANDARD STALLS. 2. PROVIDE ONE IN EVERY EIGHT ACCESSIBLE SPACES (NOT LESS THAN ONE) NTH AN ACCESS AISLE 96 INCHES WIDE MIN. AND SHALL BE DESIGNATED VAN ACCESSIBLE. 3. ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. SIGN SHALL BE 70 SQUARE INCHES MIN. VAN ACCESSIBLE SPACES SHALL HAVE A ADDITIONAL SIGN "VAN" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. 4. PROVIDE MINIMUM VERTICAL CLEARANCE OF 114 INCHES (9 FT. - 6 IN.) AT ACCESSIBLE PASSENGER LOADING ZONES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH AREAS FROM SITE ENTRANCE(S) AND EXIT(S). AT VAN ACCESSIBLE PARKING SPACES, PROVIDE MINIMUM VERTICAL CLEARANCE OF 98 INCHES (8 FT. - 2 IN.) AT THE PARKING SPACE AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES FROM SITE ENTRANCES(S) AND EXIT(S). 5. INTERNATIONAL SYMBOL MOUNTED ON A POST AT 80 INCHES MIN. ABOVE FINISHED GRADE. 6. A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF STREET PARKING FACILITIES, OR IMMEDIATLY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHAL NOT BE LESS THAN 17" WADE X 22" HIGH, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWrING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HANDICAPPED SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING " NOTE: BLANK SPACES ARE TO BE FILLED IN WITH THE APPROPRIATE INFO. AND TO BE A PERMENANT PART OF THE SIGN. 7. FOR ADDITIONAL INFORMATION PLEASE SEE THE ATTACED FORM "HQ-31: 11-19-02". no] 14 90 V firl, I L, [e] Z i 1 TITLE-24 ENERGY AND HANDICAP COMPLIANCE 1. EXISTING TOILET ROOMS, PARKING AND SIGNAGE ARE IN CONFORMANCE WITH TITLE-24 REQUIREMENTS. 2. PROPOSED LIGHTING AND MECHANICAL SYSTEMS ARE IN CONFORMANCE NTH IlTLE-24 REQUIREMENTS. N 3. PROVIDE R-19 BATT INSULATION OVER T-BAR AND HARD LID CEILINGS CONSTRUCTED OVER AIR CONDITIONED SPACES. 4. PROVIDE R-11 BATT INSULATION OVER ALL NEW PAR11TIONS SEPARATING CONDITIONED AND NON -CONDITIONED SPACES. FIRE AND SAFETY REQUIREMENTS 1. FIRE SPRINKLER SYSTEM DESIGN SHALL CONFORM TO NFPA-13, PLANS SHALL BE SUBMITTED TO FIRE DEPTARTMENT FOR REVIEW AND PERMIT PRIOR TO STARTING WORK ON FIRE SPRINKLERS. L 2. PROVIDE EXIT SIGNS AND DIRECTIONAL SIGNS WHERE OCCUPANT LOAD IS 50 OR MORE OR WHERE NECESSARY TO CLEARLY INCICATE THE DIRECTION OF EGRESS PER U.B.C. SEC. 3313. 3. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 4. CORRIDORS SERVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. CORRIDORS SERVING LESS THAN 50 OCCUPANTS SHALL BE A NIMIMUM WIDTH OF 36". 5. FLAME SPREAD FOR INTERIOR WALLS AND CEILING FINISHES TO BE IN ACCORDANCE WITH UBC TABLES 42 A AND B. (75 @ EXIT ORRIDORS). 6. EXISTS SHALL BE ILLUMINATED AT ANY 11ME BUILDING IS OCCUPIED, WITH LIGHTS HAVING AND INTENSITY NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL PER UBC 3313. 7. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE, KEY OR EFFORT. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A-10-BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA AND AS, REQUIRED BY FIRE DEPARTMENT FIELD 1 INSPECTOR. R VICINITY MAP NTS I Q, REVISIONS BY ai z 0 H 0 0 0 N 0 0 � U co •E CO -C o O C) J Q N 0x U IL 0O > < M z ? 0.) 0) v 0 cey 0 n .0 V .� 0') J (.0 s d' M •� N o W (L USSip,�l Cop'.. &t# 1 cr- CP 3 26 0 i.. > U a, .� (1)U) A�--J C L: 0) > . w i= C0 .� .o WSW C1 C 3 Date 7-2 ;;,.fi,� k Scale AS NOTED Drawn MAS wt Job Sheet i Al r. Of 5 Sheets 0 C" LEGEImNED EXIST. CONCRETE WALLS • ................. EXIST. PARTITON WALL TO BE DEMOLISHED U.N.O. .................................................... ............ ............. ......... ........... ................................... .............. ...... ....... EXISTING CEILING GRID TO . ............ p ........... '4 ..... BE DEMOLISHED D............... � ............................ ........... 1. " : D".. .......... .......... b. EXISTING SUPPLY & RETURN AIR D:• * .................. ....... ........... ........ ........ ........... ................... ........... .......... ......................... ...... REGISTER TO BE DEMOLISHED . ................. ........... ... . .... ..... ..... ................. EXISTING 2 X 4 LIGHT FIXTURE D` D' .......... % TO BE DEMOLISHED . . . . . . . . . .. . . . . . . . . .. . . .• EXISTING FIRE SPRINKLER LOCATIONS EMO. CEILING PLAN • REVISIONS BY z C� o 00 C14 < 00 EVl 0 (y) cu I C (y) co) L— 0 < CD — (0 � x 0 C) .U) CU (1) U- =in 0 ('14 > < ce) 0 0") N CIO I? C13 <D (0 -0 0 z th 0) C -4-t 0 04 -C o W CL US./ t" clo'oe- 3 26 Ilk- 0 Lm CL 0 (.) (D < U— C (D > Co cc CIO Cn CD C/) CU C:) 0 CN CO Co CUD Date 7-25-03 om Scale Drawn MAS 1?b n, Job Sheet AZ r ITT EIR Of 4 Sheets I R C 011 ' li TS ARM, NaCi ell R; C a out mm m OF Str"N' PLASTIC LAMINATE CABINETS 5" 19'-7" f 15-7" ALIGN WALL FINISH FLUSH WITH COLUM ON OFFICE SIDE F� 11, A BREAK ROOM 3 TYP. A-5 2 a A COPYIFILE 0 1.4 OCC. Q 00 138 S.F. OPEN OFFICE 13 OCC. _ 1309 S.F. mva mrm A R-11 INSULATION AT W/H SEPARATION WALLS TYP. pimj E 12' 0 F4 c I0t' 9 Elect. Panel —PHONE ROOM 0.8 OCC. 77 S.F. Relocated Telephone Service U.G. ,tALL CONFORM TO DETAILS LOBBY /A-4, 72/A-4, 14/A-4 15/A4. O � O STOREFRONT ENTRY DOOR CA MULLION &WALL OFFICE a 0.9 Occ. 5„ 96 S.F. r-- 8'-11" 1� OFFICE 4 0.9 OCC. 96 S.F. r- 8'-11►i F11 rn1 INP 1 1 /4" 0 x 1 1 /2" LAG SCREW EA. SIDE TO PURLINS & GLB 4 X 14 PURLINS I I I I I I NAIL CURB TO SUB PURLINS I I AT CORNERS W/2-101) NAILS -------------------------- = ------ ---------------------------------------- I I I I I I ------------------.._.1 L---------------------- 0 05 1 /8" X 34 1 /2" GLB - — — — — — — — — — — — — — — --- — I — — — — --------------- I I CENTER OF GRAVITY I I I I l l 2 X SUB PURLINS --------------------------------------- ----- ------------------------------------------------------------- -- - I I I I 3.5 TON YORK HEAT PUMP 1 8" X 18 GA. STEEL WEIGHT 350# 1 i PERIMETER CURB [OIARTIAL ROOF FRAMING PLAN HEAT PUMP ROOF SUPPORT SCALE: 1 /2" = 1'0" LEGEND EXIST. CONCRETE WALLS NEW INTERIOR PARTITION DETAIL �s OR DETAIL As WHERE NOTED ON PLAN. NEW 2 X 4 CEILING GRID PER DETAILS 4 5 A6 A6 ®® NEW SUPPLY & RETURN AIR REGISTER t. ,I NEW 2 X 4 LIGHT FIXTURE EXISTING FIRE HEAD LOCATIONS 0-ta. DOOR tiCHE sated ice U.G. {� NEW 3' X 7' S.C. TIMELY FRAME/LEGACY OAK DOOR ASSEMBLY WITH SCHLAGE "AL" PASSAGE HARDWARE > INZ,t,3 ]E10,UES NEW 3' X 7' INTERIOR ALUM. STORE FRONT DOOR fl EXISTING 3' X 7' DOOR ASSEMBLY WINDOW SCHEDULE- NEW E �WV}�\ 4'-0" X 4'-0" WI N DOW Q N EW 3'-0" X 4'-0" WI N DOW I N TT__ 1 u,. z 0 0 o 000 V CU Q d- U (.0- m rn .� Cu CO Q CD H a V M oU)Cu > u- 0 1— CV) M N 0*) U z C0 .� ?CI c ca t4 V i` Z m '0) � O N © W T­ LL 0 sm CL 0 0', C vi- .4-0 P P Cn �•+ E (u < Cc 2 Cu ■ Cu _ CTUR 0) 0 .,_. 81 LF C T 6R, Date 7-25-03 Scale m 13, E14 t unisisim Drawn MAS Jab — v k! lho Viola Sheet A3 � Of 5 Sheets Q= a _ LATERAL FORCE BRACING: COMPRESSION STRUT. m 12 GA. BRACING WIRE WITH MIN. STEEL SECTION WITH L/R RATIO 4 TIGHT TURNS IN 1 1/2" BOTH OF 200 MAX., ATTACH TO MAIN (2) #8 SCREWS ENDS OF WIRE, TYP. RUNNER WITH 1/4" MACHINE BLOCKING OR EACH END, TYP. .: BOLT AND TO STRUCTURE WITH ROOF JOIST 3 j16 DIA. POOR -DRIVEN NOT TO EXCEED 217\/l .STUD, COMPRESSION STRUT ROOF ABOVE SHALL NOT REPLACE HANGER N E WIRE (1/2' DIA. EMT COMPRESSION STRUT FOR EA. ANGER WIRE 144 S.F. AREA @ ROOMS OVER �m -f 12'-0" WIDE) 1. NI AX. (TYP) lle TYP. 12 GA. VERTICAL HANGER 3 5/8"" X 25 GA. METAL STUD BRACING ' RE 4'-0" EACH WAY (@ T-BAR @ 4'-0" O.C., @45' ALTERNATE BRACES ,. CU mew � "�',� �� '�'';`�� ,,`�� . � �' ;''�� S I =yam_ W EA. MAIN RUNNER) WITH MIN. CEILING, PER SIDE TO SIDE, ATTACH TO CONTINUOUS 3 TIGHT TURNS IN 1 1/2 PLAN g» 25 GA. TOP TRACK W/ {2} N0. 8 BOTH ENDS OF WIRE, PROVIDE °��'��� �"'�•, � ��•�'� � `*� �'�a � 2) ADDITIONAL WIRES g MAX. TYP. SCREWS, ATTACH 4'-0" BRACE. . g OPPOSITE CORNERS OF LIGHT CONTINUIOUS METAL CHANNEL TOP RUNNER s ry FIXTURES IN o (1) LAYER 5/8" GYP. BRD. EACH SIDE OF w ' z 3 5/8" x 25 GA. METAL STUDS @ 24" O.C. TYP. 300' _ CROSS RUNNER C NOTE: All air duct or vent openings exceeding ninety—six (96) �� DESI SOUND INSULATION WHERE l� q�q,. DESIGNATED ON PLAN, TYP. square inches on the roof or exterior walls of any VP MAIN MAIN RUNNER 0 4'-0" O.C. commercial building shall be secured by covering some withs either of the following. ATTACH BOTTOM TRACK WITH, HILTI - LARR a. Iron or Steel bars of at least one—half (1/2) inch round NO. 24836 POWDER DRIVEN SHOT PINS 24" "HEAVY DUTY" CROSS TEE O.C., TYP. or one by one—fourth (1 x 1 /4) inch flat metal spaced no more than five (5) inches apart and securely fastened with a SUSPENDED CEILING NOTE: FINISH FLOOR crossmember every eighteen (18) inches, spot welded where A SET OF FOUR SPLAY WIRES SHALL BE PROVIDED FOR EACH FIRST ICBO ES EVALUATION two cross, SET OF SPLAY WIRES SHALL BE WITHIN 4 - 0 FROM ANY WALL. REPORT NO. 4943-P PROVIDE COMPRESSION STRUT AT EACH SPLAY WIRE LOCATION. -- -- -- COMMERCIAL ROOF MOUNTED EQUIP. DETAIL 1/32"44)10 BURGLAR BAR DETAIL NTS 7 SUSPENDED ACUSTICAL CEILING TNTS 14 INTERIOR PARTITION BELOW CEILING GRID 1 48" MIN. R-11 INSULATION ROOF ABOVE 16 GA. TOP TRACK HANGER WIRE NOT TO z C, EXCEED 6'-0 Z_ SPLAY BRACE WIRE @ 12'-0" (2) #8 SCREWS 00 SEMI -GLOSS ENAMEL PAINT O.C. BOTH DIRECTIONS WITH EACH END, TYP. (4) 12 GA. WIRES REQUIRED CLEAR SPACE 5/8" GYP. BD. CEILING OVER + + BLOCKING OR PLAN 3-5/8 STEEL STUDS @ 24 --- ROOF JOIST O.C. WITH R-19 INSULATION WALL TRIM CONTINUOUS HORIZONTAL STRUT TO PREVENT � 8" 3 5/8 x 24 GA, METAL TOP OF MIRROR ,� 3 5/8" x 24 GA. STEEL MAX. SPREADING OF RUNNERS STUD BRACES @ 4'-0" O.C. 48" HIGH WAINSCOT ON ALL 4 STUDS @ 24" O.C. @ 45° ANGLE, STAGGER WALLS, BUILDING STANDARD G.F.I. MAIN RUNNER BRACES SIDE TO SIDE MARLITE OR F.R.P. PANELS OUTLET @ " T-BAR CEILING, PER PLAN ,> " 5/8 GYP. BRD. 17 MIN. 00 44 A.F.F. CROSS RUNNER CONTINUOUS METAL (1 ) LAYER 5/8" GYP. BRD. EACH SIDE CHANNEL TOP RUNNER OF 3 5/8" x 24 GA. METAL STUDS @ ACOUSTICAL PANEL 24" O.C. (USE 20 GA. STUDS AT 16" BOTTOM OF MIRROR 2 z O.C. AT 12' HIGH WALL) LU M 3 5/8" x 25 GA. METAL z TOP OF COUNTER OR SINK STUD BRACE @ 45° ANGLE <s INSULATE HOT :� C> BOTTOM OF APRON WATER AND R-11 INSULATION @ v KNEE CLEARANCE ,< " DRAIN WAREHOUSE SEPARATION LU o Z d N WALLS ONLY M r. zm CD d N �' + + BOTTOM TRACK WITH 7/32" N VCfi FLOORING WITH POWDER DRIVEN PINS @ 24" O.C. 6" RUBBER BASE RAMSET ICBO #1639 MAX. TOE CLEARANCE 6" 8" MIN. KNEE CLEARANCE CRONOMITE S-30L/208 INSTANT Moor IXWALL BASE IN OFFICE AREA HEATER AS REQUIRED PER PLAN, ONLY FINISH 208V-20A HOOK-UP @ 8" A.F.F. SECTION ICBO ES EVALUATION REPORT NO. 4943-P ADA TOIL ACCESS 1/2»=1'-0" 4 ADA TOILET ACCESS 1/2»=1'-0" 1 WALL BRACING TAIL 1»=�'-�» 8 T- AR CEI G T . ALL 1»=1°-0" 5 INTERIOR PARTITION PENETRATING CEILING GRID 1»=1'-�» 2 NOTE: MINIMUM 30" x 48" CLEAR FLOOR OR GROUND ! SPACE IS PROVIDED TO ALLOW FORWARD OR a PARALLEL APPROACH TO ACCESSORIES. 8 c� —(E)BUILDING STRUCTURE WALL Uj ___.----------- _ __ ____ ___ - ----------- ---------------- --------------- _ _ _ _ _ _ _ _ _ _OF Uj r' D 2 1/2" METAL STUDS WITH 5/8" GYP. , BRD. EA. SIDE, PER PLAN M 1 / g NOTE: zz C> Q j' 5/8" GYP. BRD. OPERABLE PARTS (INCLUDING COIN SLOTS) OF W 't�- : ' ALL FIXTURES OR ACCESSORIES ARE LOCATED CASING BEAD M 4 1 AV - A MAXIMUJM OF 4O}' ABOVE FINISH FLOOR. � ! © T-BAR CEILING PER PLAN FIN. FLR. < Q 3O } " M __j M MIN, CLR. ,,--'! EXISTING WINDOW SILL FREE STANDING WASTE HAND n w N Q ��"__�+F1© 1-5/8" x 24 GA. STUDS @ 24" O.C. WITH °- M I, 5 8" GYP, BD. CUP TO WALL @ 4'-O" O.C. RECEPTACLE DRYER / oO>> EXISTING WINDOW FRAME w °° WITH 7/32" POWDER DRIVEN PINS,HOLD GYP. i o 4 BD. AWAY FROM CONCRETE 2-1%2"FOR M_ e i '` ELECTRICAL ACCESS. o ± TYPICAL OFFICE PLAN v 0 Q -; " " a NEOPRENE SEAL a SCALE: 1 /4 = 1 -0 �, Z 136" GRAB BAR U �' _ __ _ __ _ _ __ _ - _---_---------------- - _- -- -- _ _ _ _ __ _ __ _--� __ _ - a EXISTING WINDOW MULLION 0 o .1 o CD i d ate- i 4 . 6" x MA . f i• •� � is �a MIN. UK. I25 �� �� a BOTTOM TRACK WITH 7/32" POWDER DRIVEN ME to EDGE OF WATER LEXISTING EXTERIOR GLAZING PINS @ 24" O.C. RAMSET ICBO #1639 CLOSET 7'-7" MIN. � � FIN. FLR. FIN. FLR. OR DIMENSION PER PLAN IF LARGER 4'_0' 8'-0"MAX. 4'-0' a i CENTERLINE OF PARTITION AND MULLION WALL BASE WASTE TOWEL SOAP TOILET SEAT TOILET SANITARY j FINISH FLOOR RECEPTACLE DISPENSER DISPENSER COVER TISSUE NAPKIN 1 BRACE EACH CORNER FOR ROOMS WITH UNSUPPORTED V ICBO ES EVALUATION DISPENSER DISPENSER DISPENSER REPORT N0. 4943-P ADA TOILET ACCESS 1/2°=i'-o" 15 ADA TOILET ACCESS vz12 INTERIOR PARTITION BRACING 1/4 9 WALL TO MULION DETAIL 3°=1'-o° 6 FURRED WALL 1"=1'-o° 3 • 1 i 00 C.0 . .. . , 0 ca . . 16-0 lot 10 CU ICU • 14 ca CD i rW i WC gF k�\ T E 0 Ln C. E T T T T E SL 0 > 0 -1--a f+ E cu T Co ICU cm n, a' �' ram■ � c Date 7-25-0;` Scale AS NC Drawn MAS Job - Sheet Of a LATERAL FORCE BRACING: COMPRESSION STRUT: 'a ` a 12 GA. BRACING WIRE WITH MIN. STEEL SECTION WITH L/R RATIO 4 TIGHT TURNS IN 1 1/2" BOTH OF 200 MAX., ATTACH TO MAIN ENDS OF WIRE, TYP. RUNNER WITH 1/4" MACHINE BOLT AND TO STRUCTURE WITH (2) #8 SCREWS EACH END, TYP. BLOCKING OR ROOF JOIST 3/1 s" DIA, POWER -DRIVEN » NOT TO EXCEED 6 -O tx� a . STUD COMPRESSION STRUT -- ROOF ABOVE sr�Y SHALL NOT REPLACE HANGER N E WIRE {1/2' DIA. EMT COMPRESSION STRUT FOR EA. HANGER WIRE _s t 144 S.F. AREA @ ROOMS OVER 12 -0» WIDE) »» 3 5/8 X 25 GA. METAL STUD BRACING (TYP) TYP. 12 GA. VERTICAL HANGER - , -4 s 7 «1 RE @ 4 -0 EACH WAY {@ S T-BAR @ 4 -0 O.C. @ 45 ALTERNATE BRACES , I $�F ry«• W EA. MAIN RUNNER) WITH MIN. CEILING, PER SIDE TO SIDE, ATTACH TO CONTINUOUS N3 µ}� TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE, PROVIDE PLAN 8" / { } 25 GA. TOP TRACK W 2 N0. 8 » MAX. TYP. SCREWS, ATTACH 4 -0 BRACE. vh .:: �.-� .- (2) ADDITIONAL WIRES @ cv`¢" r.; OPPOSITE CORNERS OF LIGHT CONTINUIOUS METAL CHANNEL TOP RUNNER z. ..r FIXTURES C5 (1) LAYER 5/$" GYP. BRD. EACH SIDEOF v 3 5/8 x 25 GA. METAL STUDS @ 24} O.C. TYP. 300' s".r CROSS RUNNER NOTE: All air duct or vent openings exceeding ninety-six (96) 1*0q�,- R-11 SOUND INSULATION WHERE DESIGNATED ON PLAN, TV. square inches on the roof or exterior walls of any Ptic0, MAIN RUNNER @ 4'-0" O.C. commercial building shall be secured by covering some with �sss either of the following: ATTACH BOTTOM TRACK WITH, HILTI - LARR a. Iron or Steel bars of at least one—half (1/2) inch round NO. POWDER DRIVEN SHOT PINS 24" or one by one—fourth 1 x 1 4 inch flat metals aced no ( �� p "HEAVY DUTY" CROSS TEE r2448836 0. more than five (5) inches apart and securely fastened with a SUSPENDED CEILING NOTE: FINISH FLOOR crossmember every eighteen (18) inches, spot welded where A SET OF FOUR SPLAY WIRES SHALL BE PROVIDED FOR EACH FIRST ICBO ES EVALUATION two cross. SET OF SPLAY WIRES SHALL BE WITHIN 4 - 0 FROM ANY WALL. REPORT NO. 4943-P PROVIDE COMPRESSION STRUT AT EACH SPLAY WIRE LOCATION. COMMERCIAL ROOF MOUNTED EQUIP. DETAIL 1/32044010 BURGLAR BAR DETAIL NTS 7 SUSPENDED ACUSTICAL CEILING NTS 4 INTERIOR PARTITION BELOW CEILING GRID 1"=1'-0" 1 48" MIN. R-11 INSULATION ROOF ABOVE 16 GA. TOP TRACK HANGER WIRE NOT TO EXCEED 6'-0 00 SPLAY BRACE WIRE @ 12'-0" (2) #8 SCREWS SEMI -GLOSS ENAMEL PAINT O.C. BOTH DIRECTIONS WITH EACH END, TYP. + 12 GA. WIRES PLAN LREQUIRED CLEAR SPACE 5/8" GYP. BD. CEILING OVER 3-5/8" STEEL STUDS @ 24" + - - - IIIIIIIIIIIW(4) [111 BLOCKING OR ROOF JOIST O.C. WITH R-19 INSULATION WALL TRIM CONTINUOUS HORIZONTAL TOP OF MIRROR i 3 5/$" x 24 GA. STEEL 8" STRUT TO PREVENT MAX. SPREADING OF RUNNERS 3 5/8" x 24 GA. METAL STUD BRACES @ 4'-0" O.C. 48" HIGH WAINSCOT ON ALL 4 STUDS @ 24" Q.C. @ 45- ANGLE, STAGGER WALLS, BUILDING STANDARD G.F.I. MAIN RUNNER BRACES SIDE TO SIDE » MARLITE OR F.R.P. PANELS , OUTLET @ 5/8" GYP. BRD. T-BAR CEILING, PER PLAN 17 MIN. � 44 A.F.F. CROSS RUNNER CONTINUOUS METAL (1) LAYER 5/8" GYP. BRD. EACH SIDE CHANNEL TOP RUNNER OF 3 5/8" x 24 GA. METAL STUDS @ STUDS AT 16" BOTTOM OF MIRROR ACOUSTICAL PANEL Z O.C. AT 12uSHIGH WALL ) W 3 5/8" x 25 GA. METAL 0 TOP OF COUNTER OR SINK < INSULATE HOT STUD BRACE @ 45' ANGLE t ,., Q BOTTOM OF APRONj WATER AND C> KNEE CLEARANCE ,� <c '"' DRAIN i'' �, --- R-11 INSULATION @ WAREHOUSE SEPARATION Uj x C)<c � � WALLS ONLY _ � z M d. � `- v N + + - BOTTOM TRACK WITH 7/32" VCT FLOORING WITH I mom POWDER DRIVEN PINS @ 24" O.C. 6" RUBBER BASE RAMSET ICBO #1639 MAX. TOE CLEARANCE 6" 8" MIN. KNEE CLEARANCE CRONOMITE S-30L/208 INSTANT HEATER AS REQUIRED PER PLAN, Ift At WALL BASE IN OFFICE AREA ONLY 208V-20A HOOK-UP @ 8" A.F.F. FINISH FLOOR SECTION ICBO ES EVALUATION REPORT NO. 4943-P INTERIOR PARTITION PENETRATING CEILING' GRID 1"4-0" 2 ADA TOILET ACCESS 1/2"=1'-o" 14 ADA TOILET ACCESS 1/2"=1'-0" 1 WALL BRACING DETAIL T- AR CEI G AT ALL 1»=1°-�" 5 NOTE: MINIMUM 30" x 48" CLEAR FLOOR OR GROUND SPACE IS PROVIDED TO ALLOW FORWARD OR PARALLEL APPROACH TO ACCESSORIES. LU E 8 0 _ I — 00 E s (E)BUILDING STRUCTURE WALL __ _ __ _ J. r,� _ __ ___' C LLJ 4 '� L, - ! ( 2 1/2" METAL STUDS WITH 5/8" GYP. ' z V BRD. EA. SIDE, PER PLAN Uf - d NOTE: m cn © 5/8" GYP. BRD. OPERABLE PARTS (INCLUDING COIN SLOTS) OF � �0- ALL FIXTURES OR ACCESSORIES ARE LOCATED � CASING BEAD A MAXIMUJM OF 40 ABOVE FINISH FLOOR.LL_ j a T-BAR CEILING PER PLAN FIN. FLR. z x 30" z <c MIN. CLR. —EXISTING WINDOW SILL FREE STANDING WASTE HAND r~ W N �+ Q "- yl� a 1-5/8" x 24 GA. STUDS @ 24" O.C. WITH RECEPTACLE DRYER co Cl-' 5/8" GYP. BD. CUP TO WALL @ 4'-O" O.C. ar r ¢ O'� oo `�' ,z °D ��- EXISTING WINDOW FRAME WITH 7/32" POWDER DRIVEN PINS, HOLD GYP. n BD. AWAY FROM CONCRETE 2-1/2»FOR o V) ELECTRICAL ACCESS. _ a ! TYPICAL OFFICE PLAN - c ° ( SCALE: 1/4" = 1'-0" o Z NEOPRENE SEAL -- C'4 36" GRAB BAR W v J EXISTING WINDOW MULLION o a M t— ( v o �- ( 4 d 6" u X M..-_-_---------_---------- _. __.-----.___ MA . i t `r 18" 28" MIN. CLR. 18" v BOTTOM TRACK WITH 7/32" POWDER DRIVEN M 0 EDGE OF WATER CLOSET EXISTING EXTERIOR GLAZING PINS @ 24" Q.C. RAMSET ICBO #1639 4. 7 -73> MIN. FIN. FLR. FIN. FLR. OR DIMENSION PER PLAN IF LARGER 4'-0" 8'-0" MAX. 4'-0" i ( CENTERLINE OF PARTITION AND MULLION d WALL BASE WASTE TOWEL SOAP TOILET SEAT TOILET SANITARY i FINISH FLOOR RECEPTACLE DISPENSER DISPENSER COVER TISSUE NAPKIN 1 BRACE EACH CORNER FOR ROOMS WITH UNSUPPORTED ( ICBO ES EVALUATION DISPENSER DISPENSER DISPENSER REPORT NO. 4943-P ADA TOILET ACCESS 1/2"=1'-o" 15 ADA TOILET ACCESS 1/2"=1'-o" 12 INTERIOR PARTITION BRACING 1/4»=1'-0"9 WALL TO MULION DETAIL 3"=1'-0" 5 FURRED WALL 1"=1'-0" 3 REVISIONS BY z 0 Q 0 a W 0 I,- o 0 C.0Q En •oo 0) 0J . to c? � M � � Q 01-N ca n o �? U CU o 0 rn > z M 0')U a U o "" 'U _j cc (0 •-. C) 0) b- .L _ "0 o .0 C W N T- CL Ess 0 26 F OF Q_ E 0 i.. CL E E > 0 () cli tau 4w E to Q U5 U- U o to Cj_ ..... r- Date 7-25-03 Scale AS NOTEI I' Drawn MAS t Job HALL Sheet A5 Of 5 Sheets i