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08-1390-0010 8" J O� F LOO R PLAN 1 5 VERTICAL REINFORCEMENT IN FILLED ALL NEW WINDOWS B DOORS (TYPICAL) * 1 PAGE A -3 SCALE= 1/4"=V-0" 79' -'10" ONE LAYER 5/8" GYPSUM WALLBOARD TYPE "X" EACH SIDE APPLIED AT FIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3 5/8" METAL STUDS 24" - - OR WITH 1" TYPE "S" DRYWALL SCREWS 8" O.G. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 241' O.C. EACH SIDE AND OPPOSITE SIDES. 31/2" SOUND ATTENUATION MINERAL FIBER FABER BLANKET CEILING LINE IF SCHEDULED 3 -5/8" TOP RUNNER (25 CAA.) ATTACI 4ED W/ NOTE: HILTI 3/4 CONCRETE PIN A� A1L1� IN ERSECTIONS AN1RERD SAFE ALL PENETRATIONS O 3 -5/8" METAL STUDS, 1 ro O.C. ,� 3 -5/8" BOTTOM CHANNEL C'�J (25 GA.) SECURED TO SLAB W/ 3/1� Q7 TAPGONS AT I6" O.C. (TYP.) WOOD BASE TOP Or= CONCRETE SLAB . 0'-0" ELEV0" AWNING l'x5' FIN, FLOOR (SUBMIT DRAWINGS FOR A SEPARATE PERMIT) 4" CONC. SLAB I 1 I�R Rateo Partition Data it N.T.S. DSfCN No U-40-4 NON BEARING WALL RATING I HR UNDERWRITER LABORATORY INC. 1�A u - S-T' PAG WALL LEGEND EXISTING: 8" CBS WALL ■ # NEW 1 5 VERT. REINF. BAR IN FILLED CELL PROVIDE OUR FIRE RATED CONSTRUCTION O LAYERS, 4" (OR AS NOTED) METAL STUDS a 16 "O.C. WITH 1/2" DRYWALL EACH SIDE. PROVIDE CEMENT BACKER BOARD FOR ALL CERAMIC TILE APPLICATIONS TYPICAL. REFER TO FINISH SCHEDULE AND TO INTERIOR ELEVATIONS. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION GA FILE NO. WP 120m. REFER TO DETAILS. 2 Design No U408— 2 HOURS PARTITION NON BEARING WALL RATING - = _' I� e � I �I G n; B y NOTE: PROVIDE CELL SEE FOR DETAIL 3 NOV-2?-00 " , 8' -7 14-3„ AWNING -1'x5' (SUBMIT DRAWINGS FOR A A SEPARATE PERMIT) 19' -4" 19'- 2 g" 5' -8 {� � — !� .. cn " II 1Z-- 't+� II +-y II i _ ,cd7 � LL $ — 0) �i - � COLU O ° �D � F.F.E. +13, .23' NGVD a � o o � ExlsT � l 3 ` O 5 8 „ 4 10' 14, -3„ 1 ,- 8-6„ RECE TIO ° 100 SF. o ISOLATION 0- o CEILING HEIGHT 9' -m CEILING HEGHT = 9' -m" EXA CEILING H HT = 9'- D ® A,4 g B G2 I� ifi`L�TOi`I� g O ��� O ❑ O O O ICE O + ACGESIBLE DRINKING FOUNTAIN CEILING HEIGHT = 9' -m° 1 HR I E RATED WALL " "___- v,� — _ V 36" AFF I I f DF ° E)14"' CARE CENTS - - FF.E. +13.23' NGVD I I O ' 8 6 0 A A A A A A K I HR IRE RATED 1ALL o EXISTING= I I g C ,�, Ii}_, _ O ids © I COLUMN 7' -0" — — 1 3 ASINI �0��� �5 — _ CHANGING °TABLE ��� �•�• I I N 3 I ASHE RYER CEILING HEIGHT 9' -m" 12 , -4 „ I I I I � SINK �: n X \�x X X I I I © �A�N�R�� ° _ % 2 ° II o I I S : TI N oo 11 10 VE `- rn -t � I 1 i, -9” 4' -0" 1 , -7" II OCKERS DGA o - q I I I I 4 RAGE - 9 4, 2„ i D I I 7 S.F. rrtte� 3 IR S I K �v NOTE: EXISTING BS WAL�---�•- i- TO BE DEMOLISHED AND I I u CURTAIN ^ I q BEAM TO REMAIN REFER TO V SH WE Ln f- STRUCTURAL DETAIL 5-1. I I = O O REF. T UN I S EXISTING SINK _ >< COLUMN -m — " LUNCH �M I ND cfl (N O COOKING) 11, -3, 6, -8„ I I I 200 S.P. 1 F.F.E. +1323' NGVD I : I EILING HEIGHT = 9' -O e 36 L 3 n FROM�Lo TE O NISEX KI N NDICAP 1 2° -7 I I N 11' -10" ESTRO,� HU OAHU r0 III III o g I 10 - 2- 11 6'- 0 2'- 11 - 19'-5" O 921 S.F. I I g 0 sF -F.E. +1323' NGVD RATED WALLRE ■ ■ UNOCCU IE AREA P D RE NO PUBLIC IN THIS POINT Q p LU q cY ff 0 (\ o - -- - DO N �/2„ N N T_ '— 0 N O � , C i-, N I� I d. Q Z — W O O 0 z `W iw iw z w o Y Z Iw_— rMi J z° m _ Uj LL! CO N �¢ CID U) Q fly N N W �� °ate O N 0 .1 LLj NOUN 0 — 14 C� F0 81T�1K _U1,11— EXISTING co COLUMN N `— HALE fNG I ' 10 U1 -4 D >< �J�O OJ. W I CEILING HEIGHT = V-011 q �I I ° cJ 288 (N U1 I _ (L/ CEILING HEIGHT = 9' -0" LLK I _ W l l 1 EXISTING c55 WALL 8„ 19'-5" 4' - 0" -1 " 4' - " 15'- 0" 19' - " 5 5 O STEEL STUDS: Channel chaped, min. 3 -1/2" deep, 1 -1/4" flanges 4 3116" returns Fabricated from min. 25 MSG corrosion- protected steel, spaced a max of 24" o.c. Studs to be cut 5/8" less than assembly height and FrlctiDn -Fit in place. 3 BATTS 4 BLANKETS - = (Optional) Place in stud cavities, any glass Fiber N or mineral wool - insulation bearin the UL Classification Marketing as to Surface Burning Characteristics�nd /or Fire Resistance ®FURRING CHANNELS- Resilient Channels, 25 MSG galy. steel resilient channels spaced max. 24" O.C., perpendicular to studs, placed over the base lays of g psum panel on one side of the wall, wit flame portion sttached to ea intersecting stud w/ min. 1 -1/4" long Tyoe "S or 5 -12 screws. O GYPSUM BOARD, Gypsumn panels with beveled, square or taperd edges 5 Base layer applied vertically or horizontally on both sides of the studs with ver ical joints centered over studs an6l staggggBred one stud cavity on opposite side of studs. Horizontal edge joints ("wT -en applied horizontal )y) and horizontal butt joints (when applied vertically) cn T site sides of studs need not to be sta ered or backed. Base la er pane s attached to studs w/ I" long Type S scre�s� aced 8" OC. when appied horizontal)y or 8" O.C. aon the vertical edges 4 12 O.C. in the Field when applied vertically. ►FTy OF Remainin two layyers applied vertical) over resilient channels on the side V OUP of the wll. Horizontal butt Joints centred over resilient channels and sta ere rLDING a min. 24" on adjacent layers. Vertical joints staggered a min. of 12" on ad��cent layers. First of this two layers attached to channels w/ I' Tong type S screws spaced $ R� 12" O.C. Face layer attached to resilient channel w/ I -518 Type S screws space 1 "' U R JOINT TAPE 4 COMPOUND- Vinyl or casein, dr or premixed Joint compound N ? app lied in two coats to joints and screw heads of outer layer. Paper 'l, PROVF� t2�e, nom 2" wide, embecided in First layer of compound over all jgnts M of outer layer ands. Paper tape and joint com ound may be ommited when gypsuih papnles are supplied with a square �dge. �Ft�. -.., /,/ ) C Ln DRAWN BY: - LP RO Checked: Date: ��- i -00 SCa le. Shown Job No- 8 `� N 8 O O ■ ■ ■ ■ ■ ■ ■ ■ ■ - - N EXISTINCz N ,4 COLUMN L� 10' -1" 11 -10" O- 13' -3" 6' -10' 0 9' -11" AWNING 5'x3' -------------- - - - - -� (SUBMIT DRAWINGS FOR A SEPARATE PERMIT) 79'— 1 0" EXISTING GARAGE DOOR TO REMAIN A5 IS Sheet: ti11gMr pT, Gx��N _ '- '- " 7 1 1 9 11 I 1 To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. ArWa�i (A�latlUubWctcWrr@�Yi@F�n by Architect /Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings. i� ri '