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13-735-006
A SCHEDULE PARTITION WALL WALL WALL TEST TYPE PLAN ASSEMBLY THICKNESS HEIGHT RATING NUMBER OTHER COMMENTS r _ - - - B I 1 LAYER 5/8" "TYPE X" GYP. WALL BD. BOTH SIDES ON 3-5/8' GALV, STEEL STUDS (20 GA.) 24 O.C. W/ 3° 4 7/8" EXISTNG SOUND ATTENUATION BLANKET, ALL TO STRUCTURE 1 HR. UL No. 0465 RATED SUITE PARTITION EXISTING ABOVE. FIRE TAPE AND SEAL PER UL SPEC MIT 5/8' TYPE "Xft GYP. WALL BD. ON 7/8' GALV. METAL _ _.__ _ } 7_,_ _ _ _ � � _ � EXISTING 1 ! FURRING STRIPS 16° O.C. WITH R 5.4 RIGID INSULATION - { 10 5/8" 2 HR. UL No. 905 RATED CMU WALL i } s TO 6' ABOVE CEILING NAILED INSULATION TO F I EXISTING I CONTINUE TO TOP OF WALL) I 8° CONCRETE BLOCK WALL ZA 1 r- < ZA VERIFY EXISTING 5 GYPSUM WALLBOA 3 5/8n MTL. STUC s r r� • CUT STUDS AND F FINISH WITH 5/8" GYP WLBD TYP. +9 0' 5 PASS r O BE CUT (TYP.) _ WALL OPENING DET 11/2" -1r -0' DOOR ITC}, ROOM NAME TYPE MAIL. DOOR SCHEDULE DOOR SI ?E �� DETAILS FART. FRAME V'JDTH. HT� THK. TYRE MAIL- I HEAD JAMB SILL SH1 SHELL DOOR - — B ALUM /GLASS ��6' 0„ S C,. 1 -3/°4" � ALUM SH2 SHELL DOOR B ALUDI /GLASS b' 0" 8` - -0" 1 -3/4" ALUM SH3 SHELL DOOR B ALUM,/GLASS 6'-0" 8'_0" 1 -3/4" ALUM SH4 'SHELL DOOR A STEEL 3' - -O" 8` -0 „, 1 - -3/4” STEEL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED ROUGH AND MASONARY OPENINGS AND INSTALLATION REQUIREMENTS WITH WINDOW AND DOOR MANFACTOR IN CASE OF DISCREPANCY OF MORE THAN 2" CONTRACTOR SHALL CONSULT ARCHITECT T 1■t [AN ilk "r PAINT NOTE: PAINT IN KITCHEN SHALL BE WASHABLE AND WATER RESISTANT COLOR TO BE SELECTED BY OWNER AND ARCHITECT ALL INTERIOR PAINT TO BE SHERVaIN WILUAMS CLLR ANSWERS LATEX FLAT COLOR TO BE SELECTED BY OWNER AND ARCHITECT GYPSUM WALL BOARD ALL GYPSUM WALL BOARD TO BE 5/8" TYPE .,X„ NOTE: MOISTURE BOARD SHALL_ BE USED IN KITCHEN AND RESTROCMS MIN 10' -0" FROM WET AREAS FINISH NOTE THE MINIMUM INTERIOR FINISH REOUIREIMENTS FOR ALL SURFACES ARE: EXIT =GLASS „A," OR „B„ OTHER SPACES CLASS "A„ OR B,. AS PER THE FLORIDA FIRE PREVENTION CODE 2010 TABLE A 10.2.2 AND FBC 2010, TABLE 803.5 < 41 ®4 CONCRETE FLOOR SLAB' 0 NOTE: IF CHANGE IN FLOOR LEVEL EXCEEDS 1/2n AND IS LESS THAN 3» SLOPE OF TRANSITION CAN BE 1:10 PER 405.2 FBC CHAPTER 11 3 ' -1' -0' Design.. No. U905 Bearing Wall Rating — 2 HR Nonbearing Wall Rating '' 3 HR 7.5jr MIN. Morizontol Section L Concrete Blocks* --- Various designs. Gassl6caSon D-212 hr}. See Concrete Biocks'categoty for list of eligiible,manufaciurers. 2 Mortar- Blacks laid in full bed of mortal: nom. 3/8 im thick; of:not less than 2 -1/4 and not more than'3 -1/2 parts* of clean sharp -sand to 1 part Port- land cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum: Plaster:- Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on'the-face opposite framing to achieve -a max. Classifica- tion of 14/2 hr`Attached to concrete blocks (Item 1). 4. Loose Masonry Pill — If all core spates are filled with loose dry expanded slag, expanded clay or shale (Rotary Mlfi Prncess� water repellant vennicu lite masonry fill insulation ofsfiicone.treated p..eMeloose fill insulation add' 2 hr to classification. 5. Foamed Plastic'- (00tional -Nof w,zn)' =1 -1 /2 in. thick max, 4 ft wide sheathing attached to concrete blocks Itezri l). CELOTEX CORP Type Thermax *Bearing the UL Classification Marking U 905 - EXISTING WALL °C' kilt. tmoNS ONLY REMARKS HARDWARE EXISTING SHELL DCOR IN C) EXPSTING PAIR OF IMPACT DOORS PUSH BAR EXISTNG SHELL cooR (MC) _ EXISTING PAIR OF IMPACT DOORS PUSH BAR - - -- - ExlsTirv;; sHe�LL �oaa EXISTING PAIR OF IMPACT DOORS PusH EAR EXISTING SHELL DOOR ('vlat . EXISTING IMPACT DOOR DOORS, FRAMES AND HARDWARE r ' i1 h ��; I G n metal connecting . ;n^ I h �, v Boo frames are required $a incClfpa °ale the ;ta a, a o 20 aa- ya m to stud d�..gc u Y to the � u., c,.a e to support door frame (kicker). H©rdware Is o Sch(age (polished chrome) or cop roved usual. Schloge primus key system. See door scheduCe for flock regairernents contractor to confirm key;ng with owner. UA cv c„ I h CD T, NOTE: CONTRACTOR TO SUBMIT DOOR SHOP DRAWINGS FOR ARCHITECVS APPROJAL. NOTE: ALL DOORS AND WINDOWS NOT LABELED ON THIS DRAWING ARE EXSITING TO REMAIN AS IS NOTE: ALL DOOR THRESHOLDS NOT TO EXCEED 1/2" TYP, Design No. U465 Nonbearing Wall Ruling - 1 NR. ♦ 2 3 q 5 lAp � d 4 1.: Floor and Celldnk Runnm — (not shown) — Channel NM =No. -S19 in. wide (min j 1.1 /4 im ky, formed from min No. 25 MSG (min No. 20 MSC when item 4C b used) gale steel, attached to F=r and opting with fasteners spawd 24 hL OC max. 2. Steel studs= i2rat+nel draped 3519 Sn. wide (m3nj 1 -1u i=?-3 in bolded bade t:ntm� tamed 6om m en No. 25 MSC (mat No. at Item 4C bused) gals ated spamd 24 in. OC max 3, nt}tss and alanketO {Optional) — Mlnerat wool or glass Ow batty par ilam � d cavity. mmpuLlm 4, W noatd, Gypmm•— 5/8 ia�4 R wide uKhe I studs std 800[ and oaT trade With 1 hL k nee 7 5 steel saews Spaced s im oC akatg edges off td and 121n. OC in ta field of the board Idttts crusted vettiaIlyY and stsWmd On =sides to sides of the auembfpp. 4� attad,ed to item 6 (f+u ' dntmelt), wa 0ud b stmt atudud to ' dummels with 1 at k�ng,'f�.p� S sled aaews spaced 12 as. OC AMERICAN GYPSUM CO —Type AG-C CANADIAN GYPSUM COMPANY Types AIL C IP-XZ 50 SIM WRC or WRX CELOTEX CORP T L CONTTNENTA4 GYPSUM COMPANY —Types CG-r— CT S•5, CC.6.6, CC", CCrCC GP GYPSUM CORP, SUB OF GEORGIA -PACT IC CORD T"ft 5, 9, C GPF56. JAMES HARDIE GYPSUM INC —Type BG-C LAFARGE GYPSUM, DIY OF LAFARGE CORD -Types LGFCZ LCFC ZA, LGFC(, LCFC6A, LGFC -G. NATIONAL GYPSUM CO -T FSK-C, FSW�. NATIONAL GYPSUM CO —Type —Types or WX PASCO GYPSUM, DIY OF PACIFIC COAST BUILDING PRODUCTS INC —Type PG-C. REPUSUC GYPSUM CO -Type RCC STANDARD GYPSUM L L C —Type sc-c IEMPL& INLAND FOREST PRODUCTS typo TCfi UNrrED STATES GYPSUM CO —Type CORP AR C;. FRX 1 XZ SCX, SHX WRC or WRX. YESO PANAMEMCANO S A DE C v —Type A v C IP -)M SC7G SHX, WRC or WRX WESTROC INC —Type W"troc Fimboard. 4A wallboard c�pau W . (Assn ahmute to llem 4) — Nom 31< in th{dt. 4 ft wido:ittualled a datnbed In Item 4 with screw length 3naeued to 1.114 CANADIAN GYPSUM COMPANY —Type AR. UNITED STATES GYPSUM CO —Type A& YESO PANAMERICANO 5 A DE C v —'ryp� AR 4C Wallboard, Gypmma— (As n alternate to Item 4 let and ll) — 5C6 h Wok paint; butalled a deamlvdl in Item 4 with Type 5.12 steel aaews The kn��ttl!tt and of the s news as fled under Item C CANADIAN COMPANY— arypc+FRX UNTIED STATES GYPSUM CO— Typelm 5 Joint Tape sad Compound— Vinyl dry or mixed joint compound, apQtied m two mats to joints and saew hesds paper tape, 2 in. wide, embedded bt first layer of compound over all Pints. As an alternate, mni- rW 3132 im thick gypsum vetxer plaster may be led to flu entire sur- Cad aC Cl&Wrud veneer baseboard. joints inn &xted. A. Furri ng Channel- (Optio(al -Nat Shown) — Resiliml 25 MSG galy steel furring channels spaceai vertinny max 24 in, OC; flange pcMion attadud to eadt intermMing stud with 1/2 im WAS type S-12 pans eml sleet screws. No for uw with Type FRX gppwm papers. •Bearing the UL mificauon Marking U 465 - EXISTING W ray tt 114 NTS e. 1L L. t. EE J"'! e; e rr0 ° To wn Kitchen PLEASE NOTE: These plans are for building department review. They are not to be construed as final construction documents until all building department approvals are obtained and comments are incorporated into these drawings. Due to the variations in interpretations of the code that occur in CHANDLER AND ASSOCIATES ' ARCHITE E, P.A. No. DATE REVISION W. DATE FiEVl9 M DRAWING TRLEt INTERIOR different municipalities final approval and review is needed to before any bidding, purchasing or work is (� �` �` I� I� Expansion performed. PLEASE NOTE: This drawing set and its applicable specifications notice of acceptances, and JASON R. C R; ° _ IA. AR. ��.° 16055 p L J DETAILS V {t ` product f°. 4 Cv equipment books and manuals, and soil reports shall constitute a single entity. No part of this entity be the Any information this must be , SCUTH M1' Q 33143 SUf f E 100 +120 GROUND FLOOR PLAZA 57 shall considered without others. within set and specification his " , DATE- DATE- June 25, 2013 ' : 7301 S.W. 57TH COURT understood as part of the whole set. It is the responsibility of the contractor and sub contractors to be familiar with all aspects of the work described within this drawing set prior to the beginning of any � "�'� a�92'. PROJECT NO 20132 NO bidding, work and or purchasing. The contractor shall also familiarize themselves with all existing. ; .. CITYOF SOUTH MIAMI interior and exterior site conditions, equipment and building systems prior to the beginning of any bidding, work and or purchasing. If any conflicts arise as within the description of work in this 1 c SOUTH MIAMI FLORIDA 33143 MIAMI, drawing set and or existing site conditions the contractor must notify the architect prior to the beginning of any bidding, work and or WWW.CHAM �- ' HrmcNAE,COM A.005 purchasing.