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<br />ALL PLUMENN6, ELEGTRIGAL, AND MEGHANIGAL
<br />ROUi5H-IN5 MUST BE GOMPLETE IN5PEGTEP AND
<br />APPROVED f3EFORE REGUE5TIR6 THE FRAMIN6
<br />INSPECTION IN AGGORDANGE KTH 200-7 FLORIDA
<br />BUILDIN6 GODE 5EGTION 10cf.
<br />W4��=
<br />4" f3RIGK VENEER NITH Ill AIR SPACE
<br />AND 8" GMU f3EARINC7 HALL NITH TRU55
<br />TYPE HORIZ. JOINT REINF. a 16" O.C. VERT.
<br />FILL ALL OPEN GMU GELLS KR-14.2 EXPANDIN6
<br />FOAM GOREFIL 500 INSULATION-5EE FDN. PLAN
<br />FOR VERTICAL REINF.SPAGIN6
<br />6" GMU DEM15IN67 NALL TO 12'-0" A.F.F. NITH
<br />TRU55 TYPE HORIZ. JOINT REINF. @ 16" O.G. VERT.
<br />SEE FDN. PLAN FOP, VERTIGAIL REINF. 5PAGINC7
<br />FROM TOP OF GMU NALL TO UNDER51DE OF ROOF
<br />DEGK PROVIDE 5/&" FIRE RATED 61^115 EA. SIDE OF
<br />20 67A. 6ALV. MTL.STUD5 @ Irbil' O.G., AS DE5GRI13ED
<br />IN UL DE-516IN U432 (THIS 5HT)
<br />I -HOUR RATED CONSTRUCTION
<br />1/2" 6716115 EA.51DE OF 24 67A. 67ALV. METAL STUDS
<br />@ 1611 O.G. TO 12'-0" A.F.F. SEE FLOOR PLAN FOR
<br />NOMINAL KNILL THIGKNE55. PROVIDE SOUND BATT
<br />INSULATION FULL THIGKNE55 AND FULL HE16HT OF
<br />NALL.
<br />1'11LLW0R< NOTE&
<br />1. ALL MILLNORK SHALL E3E PERFORMED IN AGGORDANGE V41TH AK GU5TOM GUALITY.
<br />2. ALL GOUNTERTOP5 SHALL BE PLYY400D. ALL OTHER PqOOD SHALL BE 5OFTNOOD,
<br />LUMf3ER. NO PARTIGLE E30ARD SHALL f3E USED.
<br />5. ALL EXPO51ED!SIURFAGE5, INGLUDIN6 SHELVES, DOORS, ED&E5, E3AGK SPLASHES
<br />4 END 5PLASHE5 SHALL BE PLA5TIG LAMINATE.
<br />4. ALL INTERIORS OF DOORS, PRAI^ER5 AND GABINETS SHALL BE FINISHED NITH
<br />MELAMINE.
<br />5. PROVIDE GUTOUT5 FOR PLUME31NO FIXTLMRE5, FIXTURES AND Fl"N65 AND ANY
<br />50AP DISPENSERS. VERIFY LOGATION5 OF GUTOUT5 FROM ON -SITE DIMENSIONS.
<br />SEAL GONTACT SURFACES OF GUT ED6E5.
<br />6. PROVIDE LOCKS NITH KEYS FOR ALL GAf3INET DRANER5 AND CAE31NET DOORS.
<br />-1. SHOP DRAKN65: SUBMIT FOUR (4) GOPIE!5 TO THE ONNER TO REVIEN.
<br />INDIGATE MATERIAL5,60MPONENT PROFILES, ELEVATIONS, A55EMBLY METHODS,
<br />JOINT DETAILS, FA5TENIN6 METHODS, AGGE55ORY L15TINC75, HARDNARE LOCATIONS,
<br />5GHEDULE OF FINISHES AND DIMENSIONS.
<br />PROJECT D,4TO4
<br />TYPE OF CON5TRLVTION IIH5
<br />O0GVPAW,Y ............... 64ZOUP 5 - BLUNE55
<br />ALLOKABLE AREA . ...... . IqOOO 5F
<br />E31JILDINIS5 AREA .............. 3, 0&3 5F
<br />ALLOKABLE HEIC7HT . ..... . 4 5TORY - 55 FT
<br />51JILDING5 HEIC?HT ........... 21'-ON
<br />CODE DATA BA51ED ON FLORIDA BUILDIN6
<br />60DE - 200-1 EDITION P41TH 20001 SLPPLEMENT
<br />Fire Resistance Ratings - ANSI/UL 263
<br />Design No. U432
<br />September 26, 2006
<br />Bearing Wall Rating - 1 Hr (See Item 2)
<br />Nonbearing Wall Rating - 1 H r (See Item 2)
<br />Load Restricted for Canadian Applications - See Guide BXUV7
<br />1. Floor and Ceiling Runners - (Not shown) - Channel shaped,
<br />fabricated from min 0.0329 in. thick, bare metal thickness (No. 20
<br />MSG) corrosion -protected steel, that provides a sound structural
<br />connection between steel studs and adjacent assemblies such as
<br />floors, ceilings and/or other walls. Attached to floor and ceiling
<br />assemblies with steel fasteners spaced not greater than 24 in. OC.
<br />2. Steel Studs - Min 0.0329 in. thick, bare metal thickness (No. 20
<br />MSG) co rrosio n- protected steel studs, min 3-1/2 in. wide, cold
<br />formed, designed in accordance with the current edition of the
<br />Specification for the Design of Cold -Formed Steel Structural
<br />Members by the American Iron and Steel Institute (AISI). All design
<br />details enhancing the structural integrity of the wall assembly,
<br />including the axial design load of the studs, shall be as specified by
<br />the steel stud designer and/or producer, and shall meet the
<br />requirements of all applicable local code agencies. The max stud
<br />spacing shall not exceed 24 in. OC. Studs attached to floor and
<br />ceiling runners with 1/2 in. long Type S-1 2 steel screws on both
<br />sides of the studs or by welded or bolted connections designed in
<br />accordance with the AISI specifications (bearing walls). Studs to be
<br />cut 1/2 to 3/4 in. less than assembly height and friction -fitted into
<br />floor and ceiling runners (nonbearing walls).
<br />3. Lateral Support Members - (Not shown) - Where required for
<br />lateral support of studs, support shall be provided by means of steel
<br />straps, channels or other similar means as specified in the design
<br />of a particular steel stud wall system.
<br />4. Gypsum Board* - Nom 5/8 in. thick, 24 to 54 in. wide gypsum
<br />panels, attached vertically or hodzontally with 1-1/4 in. long Type S-
<br />12 steel screws. When applied vertically to studs, joints centered
<br />over studs and staggered one stud cavity on opposite sides of
<br />studs and attached with screws spaced 8 in. OC along the edges
<br />and 12 in. OC in the field. When applied horizontally to studs, no
<br />distance requirement on joints on opposite sides of studs and
<br />attached with screws spaced 8 in. OC along the edges and in the
<br />field. When used in widths other than 48 in., gypsum panels to be
<br />installed horizontally.
<br />UNITED STATES GYPSUM CO - Type FRX-G.
<br />5. Batts and Blankets* - (Optional, not shown) - Placed in stud
<br />cavities, any glass fiber or mineral wool insulation bearing the UL
<br />Classification Marking as to Surface Burning Characteristics and/or
<br />Fire Resistance. See Batts and Blankets (BKNV or BZJZ)
<br />Categories for names of Classified companies.
<br />6. Joint Tape and Compound - Vinyl or casein, dry or premixed
<br />joint compound applied in two coats to joints and screw heads.
<br />Paper tape, nom 2 in. wide, embedded in first layer of compound
<br />over all joint. Paper tape and joint compound may be omitted when
<br />gypsum boards are supplied wilth square edges.
<br />7. Caulking and Seallants* - (Optional, not shown) - A bead of
<br />acoustical sealant applied around the partition perimeter for sound
<br />control.
<br />UNITED STATES GYPSUM CO - Type AS
<br />*Bearing the UL Classification Mark
<br />Reprinted from the Online Certifications Directory with permission from
<br />Underwriters Laboratories Inc.
<br />Copydght @ 2006 Underwriters Laboratories Inc.6
<br />.3UBMMED PLAN(S) HAVE BEEN REVIEWED
<br />3Y ZEPH E MARSHAL:S OFFICE
<br />Date:
<br />Reviewer:
<br />F%we be iWOW We*w of PWO NbnW is a
<br />camolAw"" a" to conracW in complame *0
<br />W*j& &e sd* codes. TM M*W is not inw1w
<br />ft is ftw
<br />to be a WIPM81 01 ft Submftd PIMS plans OM lill!l
<br />00111vactor's 6* TionsiblilIty to ensure tf at and
<br />.8ro wKh all apoicaw 14PA codes
<br />complIelld CMIP1
<br />-ir oxaminatioA Or
<br />low ordiriIarag. event that tud! ,
<br />11 .1 . of Inohtaj It shah be
<br />gft linspeciJon re*al's areas �4� tole "POW tO
<br />1114 ifeit M compliance. ity
<br />bring ir it, to be �fi tbM016"
<br />re"onibik bt 0on w6es Wit
<br />IXal" NFPA Codes 61160'9
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