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8.0000 PROVIDE SEMI -RECESSED FIRE EXTINGUISHER CABINET. B.O.D. ULINE - MODEL H5800 DUPLEX RECEPTICAL SEMI -RECESSED STEEL PAINTED (WHITE ENAMEL) IN SIDE OF NICHE LOCATE FIRE EXTINGUISHER CABINETS IN ACCORDANCE W/LOCAL CODES & PROVIDE FRAME AS SCHEDULE ARCHITECT W/ DRAWING OF LOCATIONS FOR DOUBLE STUDS AT 9.0000 REVIEW/APPROVAL PRIOR TO FRAMING OF OPENING/ 54" A. F.F. WALLS. AVOID LOCATING IN FIRE RATED OF 1 .777— PARTITION (PROVIDE SECOND LAYER OF 5/8" Zo TYPE "X" G.W.B. AT BACK SIDE OF CABINET IF FASTEN TRACK TO NOTE: NO PHYSICAL OR NOTE: NO PHYSICAL OR BOTTOM OF EXISTING CONFIRM FINAL LOCATION AND QUANTITIES 0 MECHANICAL ATTACHMENT MECHANICAL ATTACHMENT SLAB OR TRUSS BOTTOM DEVICES WITH LOCAL FIRE OFFICIAL. TO GLAZING SYSTEM SHALL BE ALLOWED. TO MULLION SHALL BE ALLOWED. CHORD I I EXISTING WINDOW---,,,,... EXISTING WINDOW YL A A WALL WALL ELEVATION EXISTING MULLION ELEVATION OF DIAGNOSTIC BOARD NICHE EXISTING GLASS EXISTING GLASS DOUBLE GALV. CAMPBELL + VAN DUSEN TYPICAL INTERIOR DOOR JAMB DETAIL DOUBLE GALV. 3 5/8" STUDS ARCHITECTURE INTERIOR DESIGN 3 5/8" STUDS VERIFY W/ MFR. USE MTL. STUD AS BRACE 8'--0" O.C. www.CVDstudio.com TFASTEN EACH BRACE GORDON TRIM MULLION MATE GORDON TRIM MULLION MATE TO TRACK WITH ONE SIZE AS REQUIRED FOR SILL DEPTH SIZE AS REQUIRED FOR SILL DEPTH SHEET METAL SCREW 255 Souf h Orange Avenue Suif e # 1240 EACH SIDE OR FASTEN I F Orlando, Florida 32801 CEILING CHANNEL/ ANGLE STUD/BRACE TO SLAB Phone: 407.930.6016 FL. Lic. No. AR001 6053 GORDON TRIM SERIES 91 l-EC-375— __1 Lj SEMI - RECESSED FIRE GORDON TRIM SERIES 911 -EC-375 EXTINGUISHER CABINET FINALFORMSI FINALFORMS1 3 5/8" METAL STUD WALL CONTOUR GWB TO CONTOUR GWB TO 1/2" RIGID INSULATIOJN PLAN W/ 5/8" GYP. BD. EACH SIDE SILL BELOW AS 3 5/8" METAL STUD WALL SILL BELOW AS BEHIND GWB. REQUIRED. REQUIRED. W/ 5/9'GYP. BD. EACH SIDE INTERIOR PARTITION N DUPLEX RECEPTICAL INTERIOR PARTITIO1 LL j IN SIDE OF NICHE FULL CORNER BEAD AROUND AS SCHEDULED AS SCHEDULEC NICHE PLAN VIE W AT DIAGNOSTIC BOARD NICHE TYPICAL INTERIOR DOOR HEAD DETAIL PARTITION TO EXTERIOR GLAZING FLASE MULLION DETAIL TYPICAL PARTITION TO EXTERIOR STOREFRONT MULLION DETAIL TYPICAL WALL/SOFFIT BRACE TO B.O. SLAB DETAILS SECTION A -A DETAILS 2 311 = 1 1-011 ��-5 3" = 1 1-011 ARCHITECT OF RECORD FRANK W. CAMPBELL AIA UNDERSIDE OF DECK UNDERSIDE OF DECK BRACE TOP OF WALL TO STRUCTURE FL LIC NO. AR001 6053 ATM, W/MTL. STUD AT 8'-0" O.C. SEE DET 4/AO.5 COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, _11111 SEALED AND DATED BY THE ARCHITECT OF RECORD ACOUSTIC SEAL BOTH SIDES ACOUSTIC SEAL BOTH SIDES 20 GA. DRYWALL RUNNER DRYWALL WRAP AT TOP & BOTTOM -A\f 20 GA. DRYWALL RUNNER V_ W/WOOD CAP OR AT TOP & BOTTOM SECURE TRACK TO STRUCTURE: SOLID SURFACE USE POWER DRIVEN FASTENERS V__T_T_ AT 24" O.C. (MAX.) SOUND BATTS FULL HT. 2X4 WOOD TOP \PLATE 1/8" x 2 3/4" FLAT HEAD METAL CEILING SEE RCP SCREW @ 16" O.C. SEALANT AROUND -5/8 BLOCKING CEILING SEE RCP PERIMETER WITH BOTTOM OF C.O. 5/8" - F-: SEE RCP FOR CEILING CONDITION 0 1E - U_ EW 0 z U_ ONE LAYER 5/8" z GYP. BD. ON ALIGN ACOUSTICAL CEILING TILE BOTH SIDES M.R. RESISTANT WITH BOTTOM OF C.O. > z AT TOILETS 0 ONE LAYER U.L. APPROVED 5/8" GYP. U_ z STORFRONT SYSTEM B.O.D. KAWNEER TRIFAB 400 BID. (BOTH SIDES) ON 3 5/8"-20 GA. SCREW SPLINE SYSTEM/FACTORY FINISH BLACK 1+ METAL STUDS @ 24" o.c. MAX C12 w CENTER GLAZED w F 3-5/8'�- 20 GA. METAL STUDS SOUND BATTS FULL HT. ALL CONCEALED WOOD ?> COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, z 7n n SEALED AND DATED BY THE ENGINEER OF RECORD PROVIDE 3/8" CLEAR TEMPERED GLASS W/ APPLIED 3M FASARA w BLOCKING TO BE FIRE TREATED PER @ 16" o.c. MAX _j w (ALLOWABLE DEFLECTION L/240) w DECORATIVE FILM. INSTALLED GLAZING SYSTEM SHALL U_ FBC2020 603 _j w > U_ RESIST 5 PSF PER 1607.14 FBC WITH MAXIMUM DEFLECTION w A SECURE TRACK TO STRUCTURE: USE POWER \Z3 5/8" STUDS @ 16" 0. w w of PER FBC 2403.4 w DRIVEN FASTENERS AT 24!' O.C. (MAX.) W/TOP AND BOTTOM w cf) SOUND BATTS FULL HT. CHANNELS SECURE TRACK TO STRUCTURE: w w > U) _j 20 GA. DRYWALL RUNNERS @ TOP 3? USE POWER DRIVEN FASTENERS U_ IT! w & BOTTOM AT 16" O.C. (MAX.) w w PER FBC 2403.4 FOR INTERIOR GLAZED AREAS THE DIFFERENTIAL SCHEDULED BASE w SCHEDULED BASE NOTE: ALL WOOD STUDS AND cl) DEFLECTION OF TWO ADJACENT UNSUPPORTED EDGES SHALL CONCEALED WOOD 5/9'GYP BOARD EA SIDE CONCRETE FLOOR SLAB NOT BE GREATER THAN THE THICKNESS OF THE PANELS WHEN A '00(/ CONCRETE FLOOR SLAB BLOCKING TO BE FIRE FORCE OF 50 POUNDS PER LINEAR FT IS APPLIED HORIZONTALLY TREATED PER FBC2020 603 TO ONE PANEL AT ANY POINT UP TO 42 INCHES ABOVE THE 5/8"- /8" 5/8" WALKING SURFACE. 5/8"), 3 /8" 5/8" 4-7/8" 4 7/8" U_ V� TYPE A - STRUCTURE TO STRUCTURE ACOUSTIC NON -RATED TYPE B - STRUCTURE TO STRUCTURE ACOUSTIC NON -RATED TYPE C - TYPICAL OFFICE STRUCTURE TO 6" ABOVE CEILING NON -RATED TYPE D - DRYWALL -WRAPPED LOW WALL W/CAP STOREFRONT GLASS PARTITION 0 r UNDERSIDE OF DECK U_j 1-4 > ACOUSTIC SEAL BOTH SIDES LU Uj 20 GA. DRYWALL RUNNER + < AT TOP & BOTTOM LU LU SOUND BATTS (FULL HT) NO CONFIRM R-30 INSULATION EXISTING AT ROOF 0 C) LU Cl- '0 Lo BRACE TOP OF WALL TO STRUCTUR IF NOT PROVIDE PIN MOUNTED VINYL FACED W/MTL. STUD AT 8'-0" O.C. SEE DET 4/AO.5 Lj-j CO (V) BATT INSULATION AS REQUIRED TO ACHIEVE r-4 r_1 m R-30. (PRODUCT TO BE CLASS A FOR FIRE) CEILING CHANNEL/ ANGLE UNDERSIDE OF DECK CEILING AS SCHEDULES, SEE RCP ROOF STRUCTURE ABOVE CONSTRUCTION DOCUMENTS ACOUSTIC SEAL BOTH SIDES EXTERIOR MASONRY WALL I /&'x 2 3/4" FLAT HEAD METAL 20 GA. DRYWALL RUNNER SCREW @ 16" O.C. AT TOP & BOTTOM 03.24.2023 BLOCKING SECURE TRACK TO STRUCTURE: WITH BOTTOM OF C.O. USE POWER DRIVEN FASTENERS co AT 24" O.C. (MAX.) NO. DATE DESCRIPTION F� ALIGN ACOUSTICAL CEILING TILE CEILING SEE RCP 0 WITH BOTTOM OF C.O. U_ z CEILING SEE RCP C =_ILING SEE RCP a. CC 0 ONE LAYER U.L. APPROVED 5/8" GYP. U_ 0 Uj U_ ONE LAYER 5/9' z z BD. (ONE SIDE) ON 1 5/8"-20 GA. z GYP. BD. ON 5 5 1 1 1 a. METAL STUDS @ 16" o.c. MAX w BOTH SIDES M.R. RESISTANT iL AT TOILETS z z 0 ONE LAYER U.L. APPROVED 5/8" GYP. PRINCIPAL IN CHARGE w FU BD. (ONE SIDE) ON 3 5/8"-20 GA. w BID. (ONE SIDE) ON 1 5/8"-20 GA. U_ BLOCKING _j 0 0 F. CAMPBELL 0 _j ONE LAYER U.L. APPROVED 5/8" GYP. _j w WITH TOP OF C.O. METAL STUDS @ 24" o.c. MAX METAL STUDS @ 16" o.c. MAX .................................................................... PR MA w w a TORRES 0 SOUND BATTS FULL HT. .................................................................... ONE LAYER 5/8" GYP. BD. ON BOTH SIDES (TYP.) w R19 UNFACED FIBREGLASS INSULATION BETWEEN STUDS w w _T 6'�- 20 GA. METAL STUDS w w F- @ 16" o.c. MAX _j _j FULL HT TO STRUCTURE ABOVE. 0 U_ w (ALLOWABLE DEFLECTION L/240) w w _j >� V U_ SECURE TRACK TO STRUCTURE: USE POWER SECURE TRACK TO STRUCTURE: USE POWER SECURE TRACK TO STRUCTURE: USE POWER w w w DRIVEN FASTENERS AT 24" O.C. (MAX.) w SOUND BATTS FULL HT. w DRIVEN FASTENERS AT 24" O.C. (MAX.) w DRIVEN FASTENERS AT 24" O.C. (MAX.) ADVENT HEALTH w W Lu SECURE TRACK TO STRUCTURE: 20 GA. DRYWALL RUNNERS @ TOP WELL 65+ U) USE POWER DRIVEN FASTENERS 20 GA. DRYWALL RUNNERS @ TOP & BOTTOM & BOTTOM SCHEDULED BASE AT 16" O.C. (MAX.) ZEPHYRHILLS SCHEDULED BASE SCHEDULED BASE SCHEDULED BASE CONCRETE FLOOR SLAB A. 40// CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB 5/8"- + 22-0328-01 LEI" 5/8" 5/8"- /811 5/8"- 3 /8" 5/8" [(-5 35/8 5/8" 4-7/8" 4 7/8" TYPE G 7-1/4" 2 1/2" ,'TYPE G I PARTITION TYPES/DETAILS <9> TYPE E - STRUCTURE TO STRUCTURE ACOUSTIC NON -RATED <t> TYPE F - STRUCTURE TO STRUCTURE ACOUSTIC NON -RATED <�> TYPE G - TYPICAL STRUCTURE TO 6" ABOVE CEILING NON -RATED <�> TYPE H - TYPICAL EXTERIOR WALL STRUCTURE TO STRUCTURE R-1 9 STOREFRONT GLASS PARTITION SINGLE SIDED OVER 3 5/8" METAL STUDS NON RATED SINGLE SIDED DRYWALL TO 6" ABOVE CEILING SYSTEM <0 TYPE G1 - TYPICAL STRUCTURE TO 6" ABOVE CEILING NON -RATED ('3-) WALL TYPES A/B/C/D/E/F/G/H SINGLE SIDED OVER 2 1/2" METAL STUDS 31' = 1'-01' A0.5