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<br />SCALE: 1/4"cl'-O"
<br />ALL PLUMENN6, ELECTRICAL, AND MECHANICAL
<br />RQU6H-IN5 MIJ5T BE COMPLETE INSPECTED AND
<br />APPROVED BEFORE REGUE!5TIR6 THE FRAMIN6
<br />INSPECTION IN ACCORDANCE KTH 200-1 FLORIDA
<br />BUILDIN65 GODE 5EGTION 10ci.
<br />I MR MR M 11MUFF moi
<br />4 ZIGK VENEER N1714
<br />LLJ__l I 'I f3P 11 1" AIR SPACE
<br />izz== AND 5" CMU BEARIN16 HALL INITH TRU55
<br />1.
<br />ALL MILLPqORK SHALL BE PERFORMED IN ACCORDANCE NITH AV41 CUSTOM GUALITY.
<br />TYPE f-IC)RIZ. J0114T REINIF. a 16" O.G.
<br />FILL ALL OPEN C.-AKU CELLS k4lR-14.2 EXPAN014116
<br />2.
<br />ALL COUNTERTOP5 SHALL BE PLYYqOOD. ALL OTHER HOOD SHALL BE 5OFTVqOOD
<br />FOAM GOREFIL 500 iNSULATION-5EE FDK PLAN'
<br />LUMBER. NO PARTICLE BOARD5HALL BE USED.
<br />FOR VERTICAL REINF. 5PACIN6
<br />5.
<br />ALL EXP05ED 5URFAGE-5, INCLUDIN6 5HELVE5, DOORS, ED&ES, BACK SPLASHES
<br />EE= 6' GMU DEV1151\1'e i1ALL TO 12'-0" A.F.F.11141TH
<br />4 ENDI5PLASHE5 5141-ILL BE PLASTIC LAMINATE.
<br />TRUSS T-'(PE HOIRIZ. -JOINT REINF. a 164'O.C. VERr.
<br />4.
<br />ALL INTERIORS OF DOORS, DRA01ER5 AND CABINETS SHALL BE FIN15HED KTH
<br />SEE FDN. PLAN FOR "OERTIGAL RBW. 5PAGIN16,
<br />MELAMINE.
<br />FROM TOFF'OF GMU KALL TO UNDER5130E OF ROOF
<br />5.
<br />PROVIDE CUTOUTS FOP, PLUMBIN6 FIXTURES, FIXTURE5 AND FITTIT-465 AND ANY
<br />DECK PROVIDE 5/5" FIRE RATED 6,043 EA. SIDE OF
<br />50AP DISPENSERS. '\�RIFY LOCATIONS OF CUTOUTS FROM ON-51TE DIMENSIONS.
<br />20 6A. G-ALV. rr!l_ 5TUDS, 0 Irbil' O.G., A5 DE-50RIBED
<br />SEAL CONTACT 5URFAGE5 OF -CUT ED&E5.
<br />IN UL DE516N U4.52 (-ft 5 5HT)
<br />I -HOUR RATED CONSTRUCTION
<br />ro.
<br />PROVIDE LOGK5 �'flTH KE-05 FOR ALL CABINET DRAPSIER5 AND CABINET DOORS.
<br />E:Z= 1/2" (51o15 EA. SIDE OF 24 65A. &AI._V. METAL STUDS
<br />-1.
<br />SHOP DRANIN655- SUBMIT FOUR (4) COPIES TO THE ONNER TO REVIEN.
<br />a 16" O.G. TO 121-011 A.F.F. SEE FLOOR PLAN FOP,
<br />MIGATE 1,1ATERIAL5, C01IMPONENT PROFILES, ELEVATIONS, ASSEMBLY METHODS,
<br />NOMINAL Y4ALL THICXNE55. PROVIDE SOUND BATT
<br />JOINT DETAILS, F,46TENING, METHODS, ACCESSORY L15TINC55, HARDNARE LOC'ATION5,
<br />INSULATION FULL 1-HICKNE55 AND FULL HE16HT OF
<br />SCHEDULE OF FINISHES AND DIMENSIONS.
<br />INALL.
<br />TYPE OF CON5TFlr-,TION .111-13
<br />OCLWAWGY ' ........... C-ROUP 5 - I3IJ5INE%
<br />At-W14ABLE ARF-A ........ IcIOOO 5F
<br />BUILDIN6, AREA .............. 3, 0&3 5F
<br />ALLOKABLE HE16HT .4 5TORY - 55 FT
<br />BUILDIW5 HEIGHT . . 21'-0"
<br />CZVE DATA BA-SED ON FLORIDA E31JILDIW-7
<br />CODE - 2001 EDITION V41TH 2004 5PPLEMENT
<br />Fire Resistance Ratings - ANSI/UI_ 263
<br />Design No. U432
<br />September 26,2006
<br />Bearing Wall Rating — 1 H r (See Item 2)
<br />Nonbeari'ng Wall Rating — 1 HrtSee Itern 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. soun0structural
<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 notgreater than 24 in. OC.
<br />2. Steel -Studs — Min, 0.03-29 in. thick, bare metal thickness (No. 20
<br />MSG) corrosion -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 Colcl�Formed. Steel!,Structuml
<br />Members by the Am6fican.-Iron and Steel Insti te (AISI). All design
<br />details enhancingthe structural integrity of the wallassembly,
<br />including the axial, design load of tbestuds,s -hall be -as specified �by
<br />the steel stud designerandfor producer, and shall meet;th.e
<br />requirements of all applicable local cod0agencies- The max stud
<br />spacing shall not exceed 24 in. 00. Studs attac
<br />c6i: ing
<br />It I runners with 1/2 in. long Type S-1 2 steel screWsorn 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 fridtion-fitted into
<br />floor and ceiling runners (nonbearingwalls).
<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 518 in. thick, 24 to 54 in. Wide gypsum
<br />panels, attached vertically or horizontally with 1-1/4 in. long Type S-
<br />12 steel screws. When applied vertically tostuds, jo.ints centered
<br />over studs and staggered one stud cavity on opposite sides of
<br />studs and'aftached with screws spaced 8 in. OC along the edges
<br />.and 12 in. OC in the field. When applied r horizontally tostuds, no
<br />distance requirement on joints on opposite sides of studs and
<br />attached with screws spaced 8 in. OCalong 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 bearin ' g the UL
<br />Classification Marking as to Surface Burning Gharacteristics and/or
<br />Fire Resistance. See Batts and Blankets (BKNV or BZ, JZ)
<br />Categories for narnes of Classified companies.
<br />6. Joint Tape and Compound — Vinyl or casein, dry or prernixed
<br />joint compound applied in two coats to joints,Iand 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 wfth square edges.
<br />7. Caulking and Sealants* — ( Optional, not shown) —A bead of
<br />acoustical sealant applied around the partition perimeter for sound
<br />control.
<br />Reprinted from the Online Certifications Directory with permission from
<br />Underwriters Laboratories Inc.
<br />Copyright (P 2006 Underwriters Laboratories In.c.0
<br />ALL WORK SHALL COMPLY WITH ALL
<br />PREVAILING CODES, FLORIDA BUILDD�'G
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />REV10AI DATE
<br />OF 2-2PHYRHILLS
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