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<br />UL L585
<br />Design No. L585
<br />July 09. 2010
<br />Unrestrained Assembly Rating -1 Hr.
<br />Finish Rating - 22 Mtn
<br />1 �.61 k 3 i - J `I -1
<br />i 1. Flooring System -The flooring system shall consist of one of the following:
<br />of
<br />System No. 8
<br />Subflooring- bin 23132 in. duckT bt G wood structural panels, min grade "Underlayment" or "Single Floor'. Face
<br />grain of plywood or strength axis of panel to be perpendicular to the joists with end joints staggered. Plywood or panels
<br />securedto trusses with construction adhesive and No. 6d ringed shank nails. Staples having equal or greater withdrawal
<br />I and lateral resistance strength maybe substituted E'orthe 6d ring shank nails.
<br />I Floor Mat Materials` -(Optional) - Nom 6 min thick floor mat material adhered to subfloor with Hacker Floor
<br />Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture When floor mat
<br />material is used, min thickness of floor topping mixture is 1 in
<br />I
<br />HACKER INDUSTRIES INC -Type Hacker Sound -Mat
<br />i
<br />Alternate Floor Mat Materials" - (Optional) -Floor mat material nom 10 mm thick adhered to subfloor with
<br />Hacker Floor Primer Primer to be applied to the surface of the mat prior to the placement of a min 1-112 in. of floor -
<br />topping mixture.
<br />' HACKER INDUSTRIES WC -Type Hacker Sound -Mat II
<br />i Alternate Floor Mat Materials" - (Optional) - Floor mat material nom 1/4 in. thick loose laid over the subfloor
<br />I Floor topping thickness shall be a min of 1 in.
<br />HACKER INDUSTRIES INC -Type Quiet Qurl 551025
<br />Alternate Floor Mat Materials" - (Optional) - Floor mat materi al nom 3/9 in. thick loose lai d over the subfl oor.
<br />Floor topping thickness shall be a min of 1-1/2 in.
<br />I
<br />I
<br />HACEER INDUSTRIES INC -Type Quiet Qurl601040
<br />I Alternate Floor Mat Materials" - (Optional) - Floor mat material nom 3/4 in. thick loose lai d over the subfl oor.
<br />Floor topping thickness shall be a min of 1-1/2 in.
<br />HACKER INDUSTRIES INC -Type Quiet Qurl 651075
<br />Metal Lath (Optional) - For use with 318 in. or 10 mm floor in at materials, 3/8 in. expanded steel diamond mesh, 3.4
<br />I lbslsq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath.
<br />I When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat.
<br />I
<br />i Finish Flooring -Floor Topping Mixture" -- Min 314 in. thickness of floor topping mixture having a min
<br />I
<br />i compressive strength of 1100 psi. Mixture shall consist of 6 8 gal of water to 801bs of floor topping mixture to 1.9 cu ft
<br />of sand.
<br />HACKER INDUSTRIES INC -Fum-Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Finn -Fill 4010,
<br />Firm -Fill High Strength, Gyp -Span Radiant
<br />2. Trusses - Parallel chord trusses, spacer, d a max of 24 in. OC, fabricatedfrom nom 2 by 4 lumber, with lumber
<br />oriented vertically or horizontally. Min truss depth is 18 in. 'Truss members secured togetherwith min 0.0356 im thick
<br />galvanized steel plates. Plates have 5116 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in
<br />I pairs facing each other (made by the same punch), forming a split tooth type plate, Each tool has a chisel point on its
<br />I outside edge These points are diagonally opposite each other for each pair The top half of each tooth has a twist for
<br />stiffness. The pairs are repeated on approx. 718 in. centers with four rows of teeth per inch of plate width.
<br />3. Air Duct" (Optional) -Any UL Cl ass 0 or Class 1 flexible air duct installed in accordance with the instructions
<br />provided by the damper manufacturer
<br />4. Damper" (Optional. To be used with Air Duct Item 3.) -Max nom 20 in. long by 18 in. wide by 2-1/8 in, high,
<br />I fabricatedfrom galvanized steel. Plenum box max size nom 21 in long by 18 in, wide by 16 in. high fabricated from
<br />either galvanized steel or Classified Air Duct Materials bearing the UL Classification Marking for Class 0 or Class 1
<br />� rigid air duct materi al. Installed in accordance with the instructions provided by the manufacturer Max damper
<br />openings notto exceed 180 sq in per 100 sgft of ceiling area.
<br />ATLAS COMFORT SYSTEMS USA LP -Types 0857, 0857D, 0857FP, 0857DFP.
<br />MANUFACTURED AIR PRODUCTS - Models CRD-7, -8. 9, -10. -11, followed by suffix AA, NI,
<br />RM, or SM.
<br />NAILORINDVSTRIES INC-Types 0755, 0755A, 0756, 0756D , 0757, 0.757D, 0757FP, 0757DFP,
<br />0758, 0759, 0760, 0761, 0762, CRDS, CRD5D, CRD6, CRD6D. CRD6FP, CRD6DFP
<br />ROYAL METAL. PRODUCTS INC - Models 241FRD, 243FRD, 505RD, 507RD, 509, 556RD,
<br />556RDD, 557RD, 557RDD, 557RDFP, 557RDDFP, 0756, 0756D , 0757, 0757D, 0757FP, 0757DFP.
<br />SHERER MFG INC -Models FRDB, TTRDB, RDB Type T, SRDB, RDB Type S
<br />4A, Alternate Ceiling Damper" - Max nom 9 by 9 in. damper with Airzone fan installed in accordance with
<br />the instructions providedby the manufacturer. Max height of damper with fan shall be 11 in. Max damper
<br />openings not to exceed 180 sq in per 100 sgfl of ceiling area
<br />PANAMEX GROUP INC -Type 07501IM
<br />1 4B. Alternate Ceiling Damper*- Max nom area shall be 324 sq in. Max square size shall be 18 in. by 18 in.
<br />Rectangular sizes not to exceed 324 sq in with a max width of 18 in Max height of damper shall be 14 in.
<br />Aggregate damper openings shall not exceed 162 sq in. pet 100 sq ft of ceiling area. Damper installed in
<br />accordance with the manufacturers installation instructions providedwith the damper A steel grille (Item 9) shall
<br />be installadin accordance with installation instructions.
<br />C &S AIR PRODUC T S - Mo del RD -5 21.
<br />POTTORFF - Model CFD-521.
<br />4C. Alternate Ceiling Damper*- Max nom area shall be 196 sq in, Max square size shall be 14 in. by 14 in.
<br />Rectangular sizes not to exceed 196 sq in. with a max width of 26 in. Max height of damper shall be 7 in
<br />Aggregate damper openings shall not exceed 98 sq in. per 100 sq ft of ceiling area. D amper installed in
<br />accordance with the manufacturers installation instructions providedwith the damper. A steel grille (Item 9) not
<br />to exceed 144 in 2 shall be installedon accordance with installation instructions
<br />C &S AIR PRODUCTS -Model KD-521-BT
<br />POTTORFF - Model CFD-521-BT
<br />UL L585 (CONT.)
<br />4D. Alternate Ceiling Damper" - For use with min 18 in deep trusses Max plenum Wx size nom 19 in, tons
<br />by 19 in wi de and 11-7/8 in high fabricated from gale steel- Aggregate damper openings shall not exceed 128 sq
<br />in. per 100 sq ft of ceiling area Damper installed in accordance with the manufacturers installation instructions
<br />provided with the damper.
<br />AIRE TECHNOLOGIES INC -Models: CRD model 50 wBoot, CRD model 50EA w/Boot, CRD
<br />model 55 wBoot, CRD model 55 EA w/Boot.
<br />LL OYD INDUSTRIES INC - Model CRD 50-BT, CRD 50-EA-BT, CRD 55-BT, CRD 55 BA-BT
<br />4E. Alternate Ceiling Damper" - Foruse with min 18 in. deep trusses Max plenum box size nom 13 in long
<br />by 13 in m de and 11-7/8 in high fabricatedfrom galy steel Aggregate damper openings shall not exceed 50 sq
<br />in per 100 sq ft of ceiling area. Damper installed in accordance with the raanuEactuiers installahon instructions
<br />I provided with the damper.
<br />j LLOYD INDUSTRIES INC - Model CRD 50-ET-6, CRD 50-EA B T-6, CRD 55-BT.6, CRD 55 EA-
<br />i BT-6, CRD50--"X-BT-6
<br />4F Alternate Ceiling Damper' -For use with min 18 in. deep trusses Max size ceiling outlet in plenum box
<br />nom 12 in. long by 12 in wide. Plenum box fabricatedfrom. galv steel. Aggregate damper openings shall not
<br />' exceed 72 sq m per 100 sq ft of ceiling area. Installed in accordance with the manufacturers installation
<br />instructions provided with the damper.
<br />AWE TECHNOLOGIES INC -Models: CRD model 50 wBoot, CRD model 50EA w/Boot, CRD
<br />model 55 w/Boot, CRD model 55 EA wBoot.
<br />ILOYD INDUSTRIES INC -Model CRD 50-95BT, CRD 50-EA-95BT, CRD 55-95BT, CRD 55 EA-
<br />95BT
<br />4G. Alternate Citing Damper" - For use with min 18 in. deep trusses. Max size ceiling outlet in plenum box
<br />nom 16 in, long by 16 in wide. Aggregate damper openings shall not exceed 128 sq in. per 100 sq ft of ceiling
<br />area. Damper installed in accordance with the manufacturers installation instructions providedwith the damper.
<br />CROWNPRODUCTS CO INC -Models CRD50-FGPB-4 2-CP,-6-0-CPI CRD50-FGPBA-2-EA-CP,
<br />-6.0-EA-GP.
<br />11OYD INDUSTRIES INC - Models CRD 50- 7031B-4.2, - 4.2 NI, -6.0, -6.0 NI; CRD50-EA-FGPB -
<br />4.2, -4.2 NI, -6 0, -6 0 NI I.
<br />4H. Ceiling Damper" - For use with min 18 in. deep trusses Max plenum box siz a nom 15 in. 1 ong by 15 in.
<br />wide and 11-7/8 in. high fabricatedfrom galy steel. Aggregate damper openings shall not exceed 72 sq in. per 100
<br />sgft of ceiling area. Damper installed in accordance with the manufactuters installation instructions provided
<br />with the damper.
<br />LL OYD INDUSTRIES INC - Models 45-CRD-LT-BT and 45-CRD-LTD-BT
<br />4I. Alternate Ceiling Damper" -For use with min 18 in. deep trusses Max size ceiling outlet in plenum box
<br />nom 10 in long by 10 in wide Plenum box fabricatedfrom gale steel Aggregate damper openings shall not
<br />exceed 50 sgin• per 100 sq ft of ceiling area Installed in accordance with the manufacturers installation
<br />instructions provided with the damper.
<br />LL OYD INDUSTRIES INC - Model 45-LTD-95-BT-4
<br />4J. Alternate CadingDamper` -Foruse with min 18 in. deep trusses Max plenum box size nom 19 in. long by
<br />� 15 in. wide and 11-7/8 in. high fabricatedfrom gals steel. Aggregate damper openings shall not exceed 96 sq in.
<br />per 100 sq ft of ceiling area. Damper installed in accordance with the manufacturers installation instructions
<br />provided with the damper.
<br />I
<br />LL OYD INDUSTRIES INC - Model CRD 50 err X-BT
<br />5. Batts and Blankets" - (Optional) -Max 3-112 in thickness of glass fiber insulation. Insulation securedto
<br />plywood subfloor with staples spaced 12 in OC., loosely laid on the back of the gypsum board, or fastened to the
<br />trusses with 0 090 in. diam gals steel wires spaced 12 in. OC, Any glass fiber insulati on bearing the UL
<br />I Classification Marking for Surface Burning Characteristics andlorFire Resistance, andhaving amin density of
<br />0.5 pcf may be used.
<br />6. Resilient Channels - Resilient channels, 112 in. deep by 2-3/8 in. wide attlie base and 1-3/8 in. wide at the
<br />face. formed from min 0.018 in. thickgaly steel, spaced 16 in. OC perpendicular to trusses. When Batts and
<br />Blankets (Item 5) are loosely laid on the back of the gypsum board, channels are spaced a maximum of 12 in
<br />OC. perpendicularto the trusses. Channels securedto each truss with 1-1A in. long Type S bugle head steel
<br />screws. Channels overlapped 4 in. at splices. Two channels, spaced 6 in. OC, oriented opposite each gypsum
<br />board end joint as shown in the above illustration Additional channels shall extend min 6 in. beyond each side
<br />edge of board.
<br />6A. Steel Framing Members" - (Optional, Not Shown) -Used as an alternate method to attach min. 1/2 in.
<br />deep resilient channels (Item 6) to wood trusses (Item 2), Resilient channels are friction fitted iato clips, and then
<br />clips are secured to the bottom of each wood truss with a min. 1-3/4 in. long Type S bugle head steel screw
<br />through the center hole of the clip and the resilient channel flange. Adjoining resilient channels are overlapped 4
<br />in under trusses The clip flange is opened slightly to accommodate the two overlapped channels. Additional
<br />clips requiredto hold resilient channel that supports the gypsum board butt joints, as describedin Item 7
<br />KEENE EUrLDTNG PRODUCTS CO INC -Type RC Assurance
<br />7. Gypsum Board`-Nom 518 in thick, 48 in. wide gypsum board installed with long dimension perpendicular
<br />to resilient channels. Gypsum board secured with 1 in. long Type S bugle head steel screws spaced 12 in. OC and
<br />located a min of 518 in. from side joints and 3 in. from the end joints End joints securedto both resilient channels
<br />as shown in end joint detail. Wlien Batts and Blankets* (Item 5) we loosely laid on the back of the gypsum board,
<br />gypsum board secured to resilient channels with I in. long Type S bugle heads crews spaced a maximum 8 in.
<br />I OC. and located a min. of 518 in. from side and end joints.
<br />j LAFARGE NORTHAMERICAINC -Type LGFC-CIA
<br />S. Finishing System -(Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and
<br />screw -heads. Nom 2 in. wide paper tape embedded in first layer of compound overall joints. As an alternate, nom
<br />I 3/32 in thick veneer plaster maybe applied to the entire surface of gypsum board.
<br />1
<br />9. Grille -(Not Shown -Required where indicated in Items - 4G) --Steel grille, installed in accordance
<br />with the installation instructions provided with the ceiling damper.
<br />*Bearing the VL Classification Mark
<br />UL L528
<br />0 UL U356 I
<br />iN UL U356 (CONT.)
<br />7. Steel Framing Members - (Optional, Not Shown)* - Furring Channels and Steel Framing Members as described
<br />Design No. L528
<br />Design No. U356
<br />I below
<br />a. Furring Channels - Formed of No 25 MSG galv steel. 2-318 in wide by 718 in deep. spaced 24 in,
<br />July 15, 2010
<br />August 04, 2010
<br />OC perpendicular to studs Channels securedto studs as described in Item b. Ends of adjoining channels
<br />i
<br />are overlapped 6 in and tied together with double strand of No 18 SWG gale steel wire near each end of
<br />Unrestrained Assembly Rating - 1 Hr.
<br />(Exposed to Fire on Interior Face Only)
<br />j overlap. As an alternate, ends of adjoining channels maybe overlapped 6 in. and secured together with
<br />two self -tapping #6 framing screws, min 7116 in. long at the midpoint of the overlap, with one screw on
<br />Finish Rating - 22 Min.
<br />Bearing Wall Rating-1 Hr
<br />each flange of the chauriel. Gypsum board attached to furring channels as described in Item 2.
<br />I
<br />,...
<br />.
<br />b. Steel Framing Members" - Used to attach furring channels (Item 7a) to studs . Clips spaced 48 in.
<br />;'; r ii) c x c -:u
<br />Finish Rating - 23 Mn or 25 Mn See Item 2 C
<br />( )
<br />CC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring
<br />`` ';I, I 1
<br />,
<br />channels are friction fitted into clips
<br />- :r tier i • .0 er . •..... .��... _. ..,-....AA..-----:._,.;. r�.r:,rear<r
<br />....... s r .'�..........
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<br />PAC INTERNATIONAL INC -Type RSIC-1
<br />..,
<br />3
<br />: i�,,'; - � - �f1 ,
<br />-
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<br />I IA. Steel Framing Members (Optional, Not Shown) Furring channels and Steel Framing Members as described
<br />}.w- _f_ ,.
<br />`1..f-.---I
<br />_ _ --
<br />below.
<br />;`�—�.
<br />r - -�.� . :
<br />1%
<br />s... I..
<br />,
<br />.
<br />i%
<br />� � ' +� ,
<br />t%
<br />v eel 4 ' perpendicular to studs.
<br />a. Furrier Channels Formed of No. 25 MSG al steel, aced 2 in OC
<br />—
<br />ti 8 • spaced p
<br />+�,,1 i ...__ s I _ . __ - . _ _ :...
<br />..
<br />i..l.
<br />t i J %`ip/ it1 !1 \ f'a l F % \
<br />1
<br />Channels secured to studs as desctibedin Item b. Ends of ad oinin channel s era overlapped G in, and tied
<br />.-V,........,. _ . ...__ ._ .._ d
<br />- t' _
<br />!
<br />=°� `
<br />J 1 . ,I—
<br />...... _
<br />w ....._::::.. ..... ... - . �,,..-.:,,:.:
<br />w 1 strand o ] SWG alv steel wire near each end of overlap. Two layers of
<br />er withdouble e f N 8
<br />together i g P Y
<br />y_i'. t vz - i J. -1
<br />.......... ......... ...
<br />I -
<br />„ � /' FIRE 3IOX
<br />f
<br />gypsum board attached to furring channels as described in Item 2.
<br />1�J 1 i1`. ,3�
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<br />T1 �
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<br />b. Steel Framing Mmnbers" -Used to attach furring channel s (Item 7Aa) to interior side of studs. Clips
<br />'t i�lORtZ�iaL $ECT}{a1�1
<br />spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in coarse drywall screws, one through the
<br />+_
<br />hole at each end of the clip. Furring channels are friction fiittedinto clips
<br />...
<br />T.� ' ..._.........:.........._...... :..............
<br />:;«: ;......._....._.. - -:--._.................1,: ,
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<br />1 F5
<br />KINETICS NOISE CONTROL INC -Type Isomax.
<br />.1 I
<br />I
<br />i
<br />F
<br />i
<br />S. Non -Bearing Wall Partition Intersection - (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud
<br />_
<br />: ;i II
<br />�"' t.'�.
<br />nailed together with two 3in, long 1 0 d nails spaced amax 16 M. OC. vertically and fastened to one side of the
<br />C f
<br />minimum 2 by 4 in. stud with 3in long I0d nails spared a max 16 in. OC verti tally Interst-ution between partition
<br />I
<br />__.._.......
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<br />..._..........
<br />3
<br />_-._...-_
<br />wad flush with the 2 b 4 in studs. The wall partition wood studs are to be framed b with a second 2 b 4
<br />0 studs to be y p Y y
<br />- -- -�_" 1Z - f
<br />in wood stud fastened with 3in 1ong10dnails spatedamax. 16in. OC. vertitally.Maximum one non -bearing wall
<br />err. +
<br />C\
<br />A
<br />1 partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of
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<br />- 11 ',,.,,
<br />17
<br />the bearing wall.
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<br />*Bearing the UI, Classification Mark
<br />1. Flooring System -The flo.?ring system shall consist of one of the following:
<br />System No. 1
<br />Subflooring- Min 23/32 in. thickT & G wood structural panels, min grade "Underlayment" or "Single-Floor".Face
<br />1 grain of plywood or strength axis of panels to be peipendi cular to the trusses with end joints staggered 4 ft. Panels
<br />securedto trusses with construction adhesive and No. 6d ringed shank nails spaced 12 in. OC along tech truss. Staples
<br />having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
<br />2. Trusses - Parallel chord truss es, spaced a max 24 in. OC, fabricated from nom 2 by 4 in. lumber with lumber
<br />4"
<br />-s gibe together with min No 20 MSG alv
<br />oriented vertteall • or horizontally. trussde this l2 in Truer members secured o
<br />y Yp g 8
<br />steel truss plates Plates have 5116 in long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs
<br />facing each other (made by the same punch), forming a split -tooth -type plate. Each tooth has a chisel point on its
<br />outside edge These points are diagonally opposite each other for each pair The top half of each tooth has a twist for
<br />stiffness The pairs are repeated on approx 'Min centers with four rows of teeth per in. of plate wi dth.
<br />3. Furring Channels- Furring channels, 718 in deep by 2-11116 m wide at the base and 1-7/16 in. wide at the face,
<br />formed from No. 25 ga gale steel, spaced 24 in. iCC perpendicular to trusses. Channels securedto trusses with double
<br />strand of No 18 SWG galy steel wire spaced 48 in. OC. Ends of adjoining channels overlapped 6 in. and tied together
<br />with double strand of 14o. 18 SWG gale steel wire near each end of overlap. Two furring channels used at end joints of
<br />gypsum board (Item 4), each extending a Brun of 6 in. beyond both side edges of the board.
<br />3A. Resilient Channels - (Not Shown) - As an alternate to Item 3, resilient channel formed from No 26 MSG galy
<br />steel, spaced 16 in OC perpendicular to trusses. Channels gecured to each truss with 1-114 in. long No 6 Type S bugle
<br />head steel screw. (Jhannels overlapped at splices 4 iu. Two restli ent channels used at end j oints of gypsum board (Item
<br />i 4), a ach extending a min of 6 in beyvn<l both side edges of the board.
<br />4. Gypston Board" - One layer of nom 518 in. thick, 4 ft wide gypsum board, installed with long din ensign
<br />perpendicular to furring or resilient r_hannels Gypsum board secured with 1 in. long No. 6Type Sbugle head steel
<br />screws spaced 12 in. OC and located amin of i-112 in. from side and end joints. End joints securedto both resilient
<br />channel s as shown in the end j oiut detail.
<br />AMERICAN GY PSUM CO - Type Arai-C
<br />CERTAINTEED GYPSUMINC -- Types FRPC, ProRoc Type C
<br />CERTAINTEED GYPSUM CANADA INC - ProRoc Type C
<br />CANADIANGYPSUM COMPANY--'1 pcsC,IP-X2,IPC-AR
<br />GEORGIA-PACIFIC GYPSUM L C -Types 5, DAPC
<br />LAFARGE NORTHAMERICA INC--1)rpes LGFC-C, LGFC-CIA
<br />NATIONAL GYPSUM CO--Types17SK C, FSW-C, FSW- G
<br />i PA13CO BUILDING PRODUCTS LL C, DBA
<br />PABCO GYPSUM -Type C
<br />TEMPLE -INLAND -Type TG-4',
<br />UNITED STATES GYPSUM CO --- Types C, IP-X2, IP(C-AR_
<br />. USG MEXICOSADECV-Types C.,IP-X2,IPC-AR
<br />5. Finishing System - (Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and
<br />screw -heads. Nom 2 in wi de paper tape embi tided in first layer of compound over all joints As an alternate, none 3132
<br />I in thick veneer pl aster may be applied to the entire surface of gypsum board.
<br />*Bearing the UL Classification Mark
<br />GA FC5406
<br />-_ ©A FiLE NO. FC UN GENERIC
<br />i HOUR
<br />35 to 30 STC
<br />-
<br />FWE
<br />SCKIND
<br />WOW JMTS.GYPSUM (lit#LLBOARD
<br />SsM iayw W ((mere X gymuni wa*owd apWW a+ right angles to 2 x 10 xcod Joists 24"
<br />.11. - I. i
<br />o.a. with ltii Typo W or 3 d"all screws 24' o.c lifto layer W type X gyp4twn
<br />I
<br />WaRmord of ply) WM vamer tine app W al fght arxl 6 to Oft with ach" Typo W ar
<br />(
<br />ti
<br />I
<br />3 drywall soraft 12" oxe at joints and isitrermaOW j and 1112' TVPC G dryvlel
<br />t' !
<br />$; �1. I
<br />Urew8 12" a.c, placed 2' (aerie W W)W aide of and Mrd3. 40M Mat 24" (mere bass
<br />�yvsr jo its. WbW joists soppo�tt�tig IX ptrovoxxd With As dorfor Meta app4ted at rot angles
<br />jT a^"• - «..,.
<br />_..- ... ,
<br />to lo6rts with ad nab. Coo" provide orw (tower Are mounce w0wo"on for
<br />frseWng, including mitsrs.
<br />APPIV011 t;911irtg
<br />weight, 5 pet
<br />Fire Treat: FM PC 1712, 2-26 72:
<br />rrS, 9-6- D
<br />SOW Test: Estkrtatm
<br />GA RC2602
<br />GA FILE NO. RC 2602 1 I GENERIC I
<br />{ WOOD TRUSSES, GYPSUM WALLBOARD
<br />1 Base layer ah" type X gypsum walNward applied at right angles t0 wood roof trusses 24"
<br />o.c. with 11/4" Type W or S drywall screws 24" o.c. Fate layer file type X gypsum
<br />wallboard or gypsum veneer base applied at right angles to trusses with 17le Type W or
<br />S drywall screws 12" o.c. at joints and Intermediate trusses and 111s" Type G drywall
<br />screws 12" o.c. placed 2" back on e"r side of and joints. Joints offset 24" from base
<br />layer joints. Wood trusses supporting 1h" wood structural paneta applied at right angles
<br />to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire
<br />resistance protection for trusses.
<br />1 HOUR
<br />FIRE
<br />Approx. Ceiling
<br />Weight: 5 psf
<br />Fire Test FM FC 172, 2-25-72;
<br />ITS, 8-6-98
<br />1 Wood Studs - Nom 2 by 4 in. spaced 16 in. OC with two 2 by 4 in. top and one 2 by 4 in. bottom plates. Studs
<br />laterally -braced by wood structural panel sheathing (Item 5) . When Mineral and Fiber Boards* (Item 5A) are
<br />considered as bracing for the studs, the loadis restricted to 76% of allowable axial load. Walls effectively fire stopped
<br />at top and bottorri of wall.
<br />2 Gypsum Beard" -Any CI assifit-A 518 in. thick, 4 ft wide, applied vertically and nailed to studs and bearing plates
<br />7 in. OC with 66 cement -coated nails, 1-78 in. long with 114 in diem head.
<br />When Item 7, Steal Framing Mom b art*, is used, gypsum panel s attached to furring channels with 1 in le,ng lj pe S
<br />bugle -head steel screws spaced 12 in. OC.
<br />When Item 7A, Steel Framing Members is used, two layers of gypsum panels attached to furring channels. Base
<br />layer attached to furring channels with 1 in. long Type Sbugle-head steel screws spaced 12 in. CC. Face layer attached
<br />to furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers
<br />staggeredwith joints in base layers.
<br />See Gypsum Board (LYNX) Category for names of Classified Companirs
<br />2A. Gypsum Board" - (As an alternate to Item 2, not shown) - Any 518 in. thick 4 ft wide gypsum panels
<br />supplied by the Classified Companies listed below shown Gypsum Board" (CEVX) category. Applied vertically
<br />and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum paned steel screws
<br />spaced a maxS in. OC, with last screw 1 in. from edge of board.
<br />CA14ADlAN GYPSUM COMPANY
<br />UNITED STATES GYPSUM CO
<br />I USG MEXICO SA DE C V
<br />2B. Gypsum Board' - (As an alternate to Item 2, not shown) - 518 in. thi ek 4 ft wide gypsum panels applied
<br />verti rally and attached to studs and bearing plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws
<br />spaced a max 8 in. OC, with last screw 1 in. from edge of board.
<br />AMERICAN GYPSUM CO -Types AGX-1, AG-C
<br />CERTAINTEED GYPSUMINC-ProRgc Type C orProRoc Type X
<br />CERTAINTEED GY PSUM CANADA INC-Pro-Roe Type C or ProRoc Type X
<br />PABCO BUILDING PRODUCTS L L C, DBAPABCO GYPSUM -Type PG-11
<br />TEMME-INLAND-Types X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X, Soffit-
<br />. Type X,Type X ComfortGuard SoundDeadening Gypsum Board.
<br />2C. Gypsum Bo ard" - (As an alternate to Item 2, not shown) - For Use with Item 5A only - 5/8 in thick 4 ft wide
<br />gypsum panels applied horizontally and attached to studs and bearing plates with 1-114 in. long Type W coarse thread
<br />1 gypsum panel steel screws spaced a niax 8 in. OC, with last screws 1 in.and 4 in. from edges of board. Finish Rating is
<br />25 min
<br />PABC 0 RITILDING PRODUCTS L L C, DBA PABCO GYPSUM -Type PG-1 I
<br />i TEMPLE -INLAND -Type X. Ven a er Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X,Soffit-
<br />Type X
<br />2D. Gypsum Board" - (As an alternate to Item 2) -Not to be used with item 7. 5/8 in thick, 4 ft. wide, paper
<br />surfaced, applied vertically only and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915
<br />in. shank clam and 114 in. diam heads. 7 in. OC.
<br />NATIONAL GYPSUM CO - SoundBreak=ype X Gypsum Board
<br />2E Wall and Partition Facings and Accessories* - (As an alternate to Items 2 through 2D) -Nominal 5/8 in. thick,
<br />4 ftwide panels, secured as described in Item 2,
<br />SERIOUS MATERIALS INC-Type Qui etRock ES, Type QuietRockQR-527.
<br />3 Joints and Nailheads - (Not Shown) --- Wallboardjoints covered with tape and joint compound. Nail heads
<br />covered with joint compound.
<br />4. Batts and Blankets' - Mineral fiber or glass fiber insulation, 3-1/2 in thick, pressure fitto fill wall cavities
<br />between studs and plates. Mineral fiber insulation to be unfaced and to have a min density of 3 pcf Glass fiber
<br />insulation to be face d with aluminum foil or kraft paper and to have a min density of 0.9 pcf (min R-13 thermal
<br />insulation rating).
<br />See Batts and Blankets (BKNV) Category in the Building Materials Directory and B arts and Bl ankets (BZJZ)
<br />Category in the Fire Resistance Directory for names of Classified Companies.
<br />4A. Fiber, Sprayed" -As an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiber is
<br />applied with water to completely fill the enclosed cavity in accordance with the, application instructi ons supplied with
<br />the product. Nominal dry density of 3.0lb1ft3 Alte mate application method. The fiberis applied with U S Greenfiber
<br />LLC Type AD100 hot melt adhesive at anominal ratio of one part adhesive to 6.6 parts fiber to completely fill the
<br />enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5
<br />lb/ft3.
<br />U S GREENFIRER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)
<br />4B. Fiber, Sprayed" -As an alternate to Item 4 and 4A -Spray applied cellulose material The fiber is applied
<br />with water to completely fill the enclosed cavity in accordance with the application instructions tuppliedwith the
<br />i
<br />product. Nominal dry density of 4 58Ib1ft3.
<br />NU -WOOL CO INC -Cellulose Insulation
<br />4C. Fiber, Sprayed" -As an alternate to Batts and Blankets (Item 4) -Spray applied cellulose fiber. The fiber is
<br />applied with water to completely fill the enclosed cavity in accordance with the application instrueti ons supplied with
<br />the product The, minimum dry density shall be 4 30 lbs/ft3
<br />INTERNATIONAL CELLULOSE CORD - Celbar-RI,
<br />S Wood Structural Panel Sheathing - Min 7/16 in. thick, 4 ft wide wood structural panels, thin grade "C-D" or
<br />'.Sheathing'. Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or
<br />perpendirular to studs. Vertical joints centered on studs Horizontal joints backed with nom 2 by 4 in wood blocking.
<br />I Attached to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. OC at perimeter of panels and
<br />12 in. OC along interior studs 5A. Mineral and Fiber Boards" -As an alternate to Item 5 - Mn 112 in. thick, 4 ft
<br />wide sheathing, installed vertically to studs. Vertical joints centered on studs. Horizontal joints backed with nom 2 by 4
<br />in. wood blocking Attachedto studs on exterior side of wall with 1-112 in long galvanized roofing nails spaced 6 in.
<br />OC at perimeter of panels and 12 in OC along intenor studs. As an option aweather resistive barrier may be applied
<br />over the Mineral and Fiber Boards
<br />TEMPLE -INLAND FOREST PRODUCTS CORD -Types FiberBrace orQuietBrace
<br />6 Exterior Facings -Installed in accordance with the manufacturer's installation instructions One of the following
<br />extenor facings i s to be apply ed over the sheathing:
<br />A. Vinyl Siding -Molded Plastic" - Contoured rigid vinyl siding having a flame spread value of 20 or
<br />I less.
<br />See Molded Plastic (B TAT) category in the Budding Materials Directory for names of
<br />manufacturers.
<br />B. Particle Board Siding - Hardboard exten or si dings including patterned panel or lap siding
<br />C. Wood Structural Panel or Lap Siding -- APARated Siding. Exterior, plywood, OSB or composite
<br />parcels with veneer faces and structural wood core, per PS I orAPA Standard PRP- 108, including
<br />textured, rough sawn, medium density overlay, brushed, grooved and lap siding.
<br />D. Cementitious Stucco - Portland cement or synthetic stucco systems with self -furring metal lath or
<br />adhesive base coat. Thickness from 318 to 314 in., depending on system.
<br />E. Brick Veneer -Any type on nom 4 in, wide brick veneer. When brick veneer is used, the rating is
<br />applicable with exposure on either face. Brick veneer fastened with corrugated metal wall ties attached
<br />over sheathing to wood studs with 8d nail per tie. tics spaced not more than each sixth course of brick and
<br />max32in, OChorizontally.One in wrspace providedbetweenbrick veneer and sheathing
<br />F Exterior Insulation and Finish System (EIFS) -Nom 1 in. Foam ed Plastic* insulation bearing the
<br />UL Classification Marling, attached over sheathing andfinished with coating system, or Portland cement
<br />or synthetic stucco systems, in accordance with manufacturer's instructions. See Foamed Plastic (BRYX
<br />and CCVW) categories for names of Classified companies.
<br />IG Siding -Aluminum or steel siding attached aver sheathing to studs.
<br />I
<br />IH. Fiber-CementSidnng-Fiber-cement exterior sidings including smooth and patterned panel or lap
<br />siding.
<br />FIRESTOP SYSTEMS
<br />A CONTRACTOR(S) TO PROVIDE (CURRENT) UL LISTED
<br />PENETRATION FIRESTOP SYSTEM DESIGNS AND
<br />INSTALLATIONS COMPATIBLE FOR THE RATED
<br />ASSEMBLIES BEING PENETRATED.
<br />B SUBMIT COPIES OF UL LISTED PENETRATION SYSTEM
<br />FOR APPROVAL WITH SUBMITTALS / SHOP DRAWINGS
<br />MRUME
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />o PLANNING I ARCHITECTURE I INTERIOR DESIGN
<br />t
<br />I
<br />i 745 odenta avenue, suite 1121
<br />i altamonte springs, fl 32701
<br />phone: 407.830.1400
<br />1 fax: 407.830.4143
<br />' AA0002731
<br />www.fdrumarchitecture.com
<br />Fort King
<br />Colony
<br />Apartments
<br />City of Zephyrhills, FL
<br />c
<br />0
<br />I
<br />�ET DISTRIBUTIONS:
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<br />EDITED BY: JT
<br />PROJECT NO.
<br />Referenced
<br />Assemblies
<br />Al ..05
<br />10-2651
<br />V______ ___ - �
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