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HomeMy WebLinkAbout012-220022-A301Iaaf: EXISTING ROOF STRUCTURE, WATERPROOFING AND INSULATION f .a SYSTEMS TO REMAIN - NO EXTERIOR WORK PROPOSED dI-�la 4 aI I° -I d d - d . a d -° _ - - UNDERSIDE OF TEE °. a- ° d. d. ° ° l , .o @ EL. ± 20'-5" A.F.F.' a. (@ APROXIMATE \CENTER OF SPAN / a , a a { �{ < a a Q a a a Al g D D UNDERSIDE OF DECK @ EL. ± 21'-7" A.F.F. (@ APROXIMATE 1 `CENTER OF SPAN ala . f ° f d EXISTING TILT PANEL WALL TO REMAIN EXISTING 1 HOUR _ RATED CORRIDOR WALL BEYOND TO REMAIN f 9 J° 1 ° NO WORK / A-3.02 THIS AREA —/ 2 dl° °I . A-3.01 1 2" TYPE B 22 GA. GALVANIZED CORRUGATED DECKING w/ %' T&G PLYWOOD FASTENED w/#10 SCREWS @12" O.C. MINIMUM SPACING I� I CONTINUOUS PRE -FABRICATED POWDER COATED METAL GUARD RAILING AND SUPPORT BRACKETS SPACE BETWEEN RAILS TO REJECT A 22"0 SPHERE EXISTING 1 HOUR RATED CORRIDOR WALL BEYOND TO REMAIN CONTINUOUS POWDER COATED METAL GUARD RAILING SYSTEM 3/4' T&G PLYWOOD PAINTED & BACK -PRIMED, FASTENED w/#10 SCREWS @12" O.C. MINIMUM SPACING CONTINUOUS 2x4 PAINTED STEEL ANGLE TOE -KICK ALONG EXPOSED DECK EDGES CONTINUOUS 22 GA. GALVANIZED "J" CLOSURE ALONG EXPOSED DECK EDGES T.O. FINISH DECK @ EL. ±12'-0" A.F.F. 1 %2" TYPE B 22 GA. GALVANIZED CORRUGATED DECKING 12 k3 STEEL BAR -JOISTS SPACING AND METHOD OF ATTACHMENT PER STRUCTURAL SPECIFICATIONS CONTINUOUS W10x15 WIDE FLANGE STEEL BEAM PER STRUCTURAL SPECIFICATIONS FASTEN TOP TRACK WITH (2) #10 TEK SCREWS @ 24" O.C. TYPICAL INTO STRUCTURAL MEMBERS (1) LAYER 8" TYPE X GYPSUM BOARD PANELS EACH SIDE AT WALL SURFACES ON 20 GA. x 3Y8" OR 6" METAL FRAMING AT 24" O.C. MAX SPACING CONTINUOUS PRE -FABRICATED f POWDER COATED METAL GUARD \ - 41 .- UNDERSIDE OF ACT— _ RAILING AND SUPPORT BRACKETSI ; I� ° \ / @ EL. ± 9'-0" A.F.F. SPACE BETWEEN RAILS TO MINIMUM 3 2" OWENS CORNING SOUND REJECT A 22"0 SPHERE � — � f �4° ATTENUATION BATTS (OR APPROVED EQUAL) 3 _ ABOVE SUSPENDED CEILING SYSTEM A-3.02 f° a� REPAIR OR REPLACE EXISTING METAL 12 k3 STEEL BAR -JOISTS SPACING AND I I f' f FURRING AND GYPSUM BOARD METHOD OF ATTACHMENT PER AFFECTED BY DECK INSTALLATION STRUCTURAL SPECIFICATIONS I T.O. FINISH DECK I �— o ° Digitally signed by Brent A. Wood @ EL. ±12'-0" A.F.F. DN: cn=Brent A. Wood, o=Brent A. Wood A. Architecture, LLC., ou=Architecture, email=erick@bawoodarc E Wood Date: 2020.07.16 10:51:33 -04'00' STEEL DECK FASTENING PER -I STRUCTURAL SPECIFICATIONS CONTINUOUS W10x15 WIDE FLANGE STEEL / � a:I. ° BEAM PER STRUCTURAL SPECIFICATIONS I FASTEN TOP TRACK WITH (2)#10 // / 12 k3 ST EL A -J ISTS AND BRIDGING. as � CONTINUOUS STEEL CHANNEL PER Wz TEK SCREWS @ 24" O.C. TYPICAL / ACING AN METHOD OF ATTACHMENT a a U1 w STRUCTURAL SPECIFICATIONS Cn INTO STRU URALMEMBERS /� ­P_EER STRU T RAL SPECIFICATIONS d. c >O > � W / / Q v N al p: z U. EXISTING TILT PANEL WALL TO REMAIN UNDERSIDE OFACTlqP @ EL. ± 9'-0" A.F.F. � w W Q ^ m N H a_ REPAIR OR REPLACE EXISTING METAL / / _ NEW SUSPENDED ACOUSTICAL CEILING °. .o FURRING AND GYPSUM BOARD CONTINUOUS R-19 CEILING BATTS NEW/S"VSPENDED ACOUSTICAL CEILING FOR SOUND ATTENUATION CONTINUOUS R-19 CEILING BATTS FOR SYSTEM TO MATCH EXISTING FROM ADJACENT SPACES AFFECTED BY DECK INSTALLATION 3N TO MATCH EXISTING FROM / SOUND ATTENUATION ll,�YM PROVIDE CONTINUOUS BLOCKING "",,ADJACENT SPACES @ CEILING LINE / / PROVIDE CONTINUOUS EXISTING 1 HOUR RATED CORRIDOR WALL �f$ --_ =- / BLOCKING @ CEILING LINE BEYOND TO REMAIN (1) LAYER %" TYPE X GYPSUM BOARD //".1 PANELS EACH SIDE w/RESILIENT CHANNEL I I /� / ® 101 ON (1) SIDE OVER 20 GA. x 3 /$ OR 6 Z / ° METAL FRAMING AT 24" O.C. MAX SPACING `f . I� / STC -51 SOUND RATED INTER R CONTINUOUS 3-%2" GLASS FIBER BATTS PARTITION ASS-6MBLY / d1 FOR SOUND ATTENUATION /Z / / T / AININGS/ / TEAM RF -1 ° / TE M HUDDLE HUDDLE 101 / / / 1102 / 103 _ k EXISTING 1 HOUR I / / / - NO WORK RATED CORRIDOR WALL / THIS AREA BEYOND TO REMAIN I I ° r DASHED LINES INDICATE PRE -FABRICATED STEEL STAIRS & HANDRAILS BEYOND (1) LAYER 5/8" TYPE X GYPSUM BOARD °I f PANELS EACH SIDE w/RESILI ENT CHANNEL / I / ON (1) SIDE OVER 20 GA. x 3 5/8" OR 6" . - 1: +� METAL FRAMING AT 24" O.G. MAX SPACING / CONTINUOUS 3-Y2" GLASS FIBER BATTS EXISTING RAISED ACCESS FLOORING FOR SOUND ATTENUATION SCHEDULED / f' - I WALL BASE SYSTEM TO REMAIN / EXISTING RAISED ACCESS FLOORING <° a SYSTEM TO REMAIN EXISTING RAISED ACCESS 1D1 FLOOR TO REMAIN jk T.O. ELEVATED FLOOR ( 30 MIN RATED) lqP @ EL. 0'-0" A.F.F. ° f - I I. HSS 3"x3"x" STEEL TUBE COLUMN EXISTING RAISED ACCESS FLOORING HSS 3"x3"x" STEEL TI,J3E COLUMN -. f BEYOND PER STRUCTURAL I I SYSTEM PLENUM TO REMAIN BEYOND PER STRUCTURAL b° SPECIFICATIONS - SEE PLAN FOR SPECIFICATIONS - S PLAN FOR LOCATIONS /QUANTITIES I I LOCATIONS UANTITIES T.O. EXISTING SLAB @ EL. -2'-0" A.F.F. ° °. ° ' ° d a-. d ° _ e a d d ° a ° ° - ° ° d "d- - - ° - d - as d. °, - - -Q�° 4 a .d -r-d - -. ° _ .a - -d.41<01 SECTION THRU MEZZANINE LEVEL SCALE: 3/4" = V-0" (1) LAYER %" TYPE X GYPSUM BOARD PANELS EACH SIDE w/RESILIENT CHANNEL ON (1) SIDE OVER 20 GA. x 3 %" OR 6" METAL FRAMING AT 24" O.C. MAX SPACING CONTINUOUS 3-2" GLASS FIBER BATTS FOR SOUND ATTENUATION STC -51 SOUND RATED INTERIOR PARTITION ASSEMBLY HANDRAILS & SUPPORT BRACKETS BEYOND EXISTING 1 HOUR RATED CORRIDOR WALL BEYOND TO REMAIN PRE -FABRICATED STEEL STAIRS BEYOND GC TO FIT EXISTING RAISED ACCESS FLOORING SYSTEM & COMPONENTS TO NEW PARTITIONS AND STRUCTURAL COLUMNS -0 T.O. ELEVATED FLOOR @ EL. 0'-0" A.F.F. HSS 3"x3"x" STEEL TUBE COLUMN BEYOND PER STRUCTURAL SPECIFICATIONS - SEE PLAN FOR LOCATIONS / QUANTITIES 16"x16"x3/4" COLUMN BASE BEYOND TO BEAR DIRECTLY ON EXISTING SLAB AND FASTENED WITH (4) 3/"O x 2.5" COATED CONCRETE ANCHORS EXTEND GYPSUM BOARD 6" ABOVE CEILING NEW SUSPENDED ACOUSTICAL CEILING SYSTEM TO MATCH EXISTING FROM ADJACENT SPACES / / Z / DASHED LINES INDICATE / HANDRAILS BEYOND DASHED LINES INDICATE PRE -FABRICATED STEEL STAIRS BEYOND i / / / F 4" VINYL WALL BASE FASTEN BOTTOM TRACK TO CEMENT FILLED ACCESS FLOOR TILES WITH MANUFACTURER RECOMMENDED FASTENERS @ 16" O.C. MIN. TYP. EXISTING CONCRETE SLAB T.O. EXISTING SLAB @ EL. -2'-0" A.F.F. ° _ a a d 4 TYPICAL WALL SECTION @MEZZANINE SCALE: 1-1/2" = V-0" 4) Brent Digitally signed by Brent A. Wood i6 DN: cn=Brent A. Wood, o=Brent A. Wood A. Architecture, LLC., ou=Architecture, email=erick@bawoodarc E Wood Date: 2020.07.16 10:51:33 -04'00' O � Qco 0) J LL � . Wz N n U1 w Cn z z ❑ ' O m N ��--I c >O > � W Q v N m z U. :c 2 w W Q ^ m N H 3N c+i �f$ c0 m Brent Digitally signed by Brent A. Wood DN: cn=Brent A. Wood, o=Brent A. Wood A. Architecture, LLC., ou=Architecture, email=erick@bawoodarc h.coDate: c=US Wood Date: 2020.07.16 10:51:33 -04'00' O � Qco 0) J LL � . Wz N n U1 w z z ❑ ' O m N ��--I c >O > � W Q v N m z U. :c 2 w W Q ^ m N H U) m Y 0 w -O = w Z 5� L1//''wJ G c m U O O LU 0� W Z ©2 a- Lu Uj i LU E Z LL E z z D Of U 0 J H a D Q Z O U LLIz 45 NQ m LLI 0) 2 C a E m) z a� L U) T' /' C/ M Q C] ti Ir rn w z J J w (D Z Q J � 0 r N 0 d -0 0 p O N N jN ' L j f1 a) E0 �m z CD ami a o p C N d d