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Home My WebLink AboutPlans5ce-- FIA -74 IffiAr-hmAesi--5 -Co/ 56(40e10/7 APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFILD COUNTY BUILD DEPAR Date / I/ /4- By LD C NO INSPECTION WITHOUT THESE PLANS ON SITE page of CC • LIU "4. V ) . . 6. P. .%.. exn•A efIGAbk3/4 411,ALk.k.! fixott k •Nt,s6.-k2 it,cc / kb 0002., !l91.P. C.:_ toi zee 01?) Clakte 140 COrkgX 17.5t, 44_Fr i DAYBREAK CONSTRUCTION SPEC., INC. P.O. BOX 582 OLENW400 SPRINGS, CO 81602 c(9 GA -600-2009 FIRE IjES ANCE DESIGN MANUAL WALLS AND INTERIOR PARTITIONS, 1 HOUR FIRE GYPSUM WALLBOARD. WOOD STUDS, MINERAL FIBER INSULATION O layer 61a' type X gypsum wallboard applied at right angles to each side of 2 x 8 wood Peds 16" o.c. with OW Type S or W drywall screws 12" 0c- - 511i' mineral 06er iirsuiation, nominal 2.5 pet .friction 2 I stud apace. Vertical joints staggered 16" o.c., horizontal faints staggered 24" o.c., on opposite silos Tested et 5,156166 per stud or 100 percent of design load (LOAD-BEARING) GA FILE NO. WP 3810 FRAMED GA -600-2009 FIRE RESISTANCE DESIGN MANUAL WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3644 GENERIC GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION One layer N" type X gypsum Wallboard applied at right angles lo each aide oil x 4wood studs 16" o.c. with 2111' Type 5 or W drywall screws'12" o.c. 3'!? mineral fiber insulation, nominal 2.5 pcf, friction 2 in stud spam. mi Jolnis staggered 18" o.c., horizontal' joints staggered 24" o.c., an opposite sides ted at 2,578 lbs par stud or150 percent of design load. (LOAD-BEARING) 1 HOUR FIRE Thickness: 6$" Approx. Weight- 6.5 psi Fire Test ITS J99-22441.1. 10.99 Thickness: 411" Approx. Weight 7.5 psi Fire Test- ITS J30-06170,1, 4-00 GENERIC GYPSUM WALLBOARD. WOOD STUDS Base layer 1h" type %gypsum wallboard or gypsum veneer base applied at right angles to 2 x 4 wood studs 24" 0.0. tw7h 6d coated 59118,1*!." Tong, 0.0916" shank 11" heads. 16° 0.6. Face layer Na" type X gypsum wallboard or gypsum veneer base applied al right angleswlh ad coated nails, 2'!t" long, 0.099" shank she heads, 8" 0.2. Joints offset 24' from base IayerJoInlo Inner layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to studs with 6d coaled netts, VW long, 0-0905' shank 11e" heads 6" o.c. Joints In inner layer need not be taped. Second wall duplicate of flra1 wall and separated by 1" space. Walla independently leaded. STC 59 with 3112 glass fiber Insulation frlc9on fit fn stud spaces both sides; STC 57 without glass fberinsul6gon. (LOAD-BEARING) GA FILE NO. WP 3812 2 HOUR FIRE 55to59STC SOUND GA FILE NO. WP 3645 PROPRIETARY* GYPSUM PANEL PRODUCTS, WOOD STUDS iOne layer FA" thick proprietary type X gypsum board applied para8at or at fight angles to L.ONE SIDE of 2 x4 wood studs 16" o,c. with 611 coated nags, 13!"Jong, 0,0915" shank, 1h heads 7"o.c. P17SITE SIDE: One layer al." proprietary type X glass mat gypsum substrate applied D-; parallel or at fight angles to clads with 81:1 seated nails, 131." long, 0,0915° shank, 1h" heads, 7" dkrts staggered 16^ on opposlle sides. (LOAD-BEARING) ample -Inland '1 HOUR FIRE PROPRIETARY GYPSUM PANEL. PRODUCTS 1h" GreenG,ass Type X 6h" Type X Thickness: 11" Approx. Weight: 14 psi Fire Test FM WP 297, 1-5.73 Sound Test RAL TL73-215, 7-13-73; RALTL73.224, 7-30-73 2 HOUR FIRE GYPSUM WALLBOARD. WOOD STUDS Base layer 1l." type X gypsum waB1oerd or gypsum veneer base applied at right angles 10 2x4 wood studs 24" o.c.with 6d coaled nalls,17h" long, 0,066" shanty, 1I" heads, 16" c.c. Face layer 3/4" type X gypsum wallboard or gypsum veneer baste applied at right angles to studs agar base layer arid to tap end beltom plates with ad coated nails, 23/4 " Torg. 0.099" shank, ohs" heads, 8' 01. Joints offset 24" from base leyorjoinls. Inner layer FA* type X gypsum wallboard or gypsum veneer base applied parallel with 64 coaled nails, 1rfe" long, 0.0915" shank, Ye heads, 8' et. Joints In Inner layer meed not betimes!. Second wall duplicate of Bret wall end separated by 1" space. Walls independently loaded. Sound Bated with 31h" glass liber insulation, 0.75 per, Wiwi fit in stud spaces. (LOAD- BEARING) Thldoress 411" Approe. Weight: 7 psi Fire Test: UL 86937, 0SNK17692, 9-19-08, UL Design U305 55 to 58 STC SOUND GA FILE NO. WP 3660 GENERIC GYPSUM WALLBOARD, WOOD STUDS t;Poe layer el." type X gypsum wal6oard applied et right angles to each side of x 6 wood studs 16" as. with 21W Type S or W drywall straws 7" on. M1ttcal joints staggered 16" o.d., horizontal joints sleggined 24" o -e., on opposite sides. gaped 915,156 lbs per stud ar 100 percent of design load, (LOAD-BEARING) 1 HOUR FIRE Thickness: 111k' Approx. Weight: 15 psf Fire Test- See WP 3810 (FM WP 297, 1-5-73) Sound Test Estimated Based on WP 3510 (RALTL73-215, 7-13-73: RAL TL73-224. 7-30-73) Thickness: 6ah" Approx. Weight 8 pal Fire Test ITS J89-224412,10-49 *Contact the manukaaturer formate detailed information on (mpnetary products. GA -600-2009 FIRE RESISTANCE DESIGN MANUAL GA.FJLE NO. FC 5300 WOOD JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS One layer 1M' type X gypsum wallboard or gypsum veneer base applied et right angles to resilient fusing channels 24' o.c. with 1" Type S drywall screws 1r o.c. Gypsum board end Joints located midway between continuous channels and attached to additional pieces of channels 53" long with screws 12' o.c. Resilient furring channels applied et right angles to 2 x 10 wood Jests 16" D.C. with two 4d coated nails, 115" long, 0.080" shank, end "In" heads, per Joist. Wood Joists supporting 1" nominal T & Gwood subgoor end 1" nominal wood tinleh floor, or Hs" plywood finished 0oorwith long edges T & G and War interior plywood with exterior glue sub800r perpendlcUlar to Joists with joints staggered. iij 42 FLOOR -CEILING SYSTEMS, WOOD FRAMED: GA -600-2009 FIRE RESISTANCE DESIGN.. MAN -CEILING SYSTEMS, WOOD FRAMED GA FILE NO. FC 5407 GENERIC WOOD IJOISTS, GYPSUM WALLBOARD Base layer old' type X gypsum wallboard applied at right angles to Wood I4olsts 24" o.c. With 11/u" Type W or 5 drywall screws 24" o.c. Face layer ski typeX gypsum wallboard or gypsum Veneer base applied al right angles to 4jolsls with 175" Type W or S drywall screws 12' o.c. atjo(nie and intermediate Ijoists and 115" Type G drywall shrews 12" o.c. placed 2" back on either side of end Joints. Joints offset 24' kern base layerjolnts. Wood I -Joists supporting 4t' wood structural panels applied at right angles to joists with 8d nags. Ceiling provides one hour fire resistance protection for Hoists. 1 HOUR FIRE 35 to 39 STC SOUND Approx. Ce ling Weight 2 psf Fire Test UL 83501-29, 3-23-64, UL Design L515 Sound Test NGC 4010, 3-21-68 (Ret 12-23.70) IIC&Test: 38(63C&Py NGC 5016, 3-17-68 Approx. Ceiling Weight: 5 psf Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 Sound Test: Estimated GA FILE NO. FC 5310 W000 JOISTS, GYPSUM WALLBOARD One layer Me typo X gypsum wallboard or gypsum veneer base applied al right angles to rigid furring channels 24" o.c. with ?Type 5 dryvell screws 12" 0.a Gypsum board end Joints located midway between continuous channels and attached to additional pieces of channel 60" long with screws 12' o.6. Rigid furring channels applied at right angles to 4 x 10 or double 2x 10 wood Joists 48" e.c. with tvarl+la Type S drywall screws al. each Joist Wood joists supporting 115 "T & G plywood floor. 1 HOUR 40 to 44 STC' ' GA FILE NO. FC 5408 FIRE SOUND:;:'? Apprtet. Ceiling Weight: 25 psf Fire Test UL R1319.47, 5-8.63, UL Design L508 Sound Test Estimated WOOD TRUSSES, GYPSUM WALLBOARD Base layer ole type X gypsum wagloard applied at right angles to parallel chord woad trusses 24' o.a. wllh 1111 Type W or 3 drywall screws 24". o.c.Face layer Ns" type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with 1r5" Type W or drywall screws 12' o.c. at Joints and Intermediate trusses and 11.5" Type G drywall screws 12" o.c. placed 2" back on either side of end Joints. Joints offset 24" from base layer Joints. Trusses supporting 16" woad strudural panels applied at right angles to trusses wig, 84 nails Calling provides one hour fire resistance protection for tntsses. GA FILE NO. FC 5410 GA FILE NO. FC 5406 1 1 GENERIC WOOD JOISTS,. GYPSUM WALLBOARD Base layer sit" type X gypsum wallboard applied at right angles to 2 x 10 wood Joists 24" o.c. with 1111 Type W ar 5 drywall screws 24" 0.c. Face layer sir" type X gypsum wallboard or gypsum veneer base applied el right angles to Joists with tri' Type W or 5 drywall screws 12" a.o. at Joints and Intermediate Joists and 115" Type G drywall screws 12" a.0. placed 2" back on either side of end Joints. Joints offset 24" from base layer joints. Wood Joists supporting 15" plywood with exterior glue applied at right angles to Joists with 8d n895. Caning provides one hour fire resistance protection for framing, Including trusses. 1 HOUR FIRE 35 STC' SOU GENERIC WOOD JOISTS, GYPSUM WALLBOARD One layer 11x" type X gypsum wallboard ar gypsum veneer base applied a1 right angles to 2 x l O wood joists 16" o.c. with 5d nails, lrfa" long, 0.0149' Shank, Vit" heads, 6" o.c. Nails placed x11 from board edge Joints and 11r" from board end Joints. Wood Joists supporting 1" nominal T & G wood suhgoor and 't" nominal wood finish floor, or 'rhe" plywood finished floor with long edges T & G and lshf Interior plywood vnm exterior glue subfloor erpendinllar to Joists with Joints staggered. Approx. Ceiling Weight: Fire Test: Sound Test 5 psf FM FC 172, 2-25-72; • rrs, 8.6.98 Estimated 1 HOUR FIRE 35 to 39 STC SOUND Approx. Ceiling Weight: 5 psf Fire Test FM FC 172, 2-25-72; ITS, 8-6-98 Sound Test Estimated 1 HOUR FIRE 35 to 39 STC SOUND Approx. Ceiling Weight: Flee Test Sound Test 11C & Test: 2 psf UL R1319-66, 11-9-64, UL Design 1_512; UL R3501.45, 5.27.65, UL D001901.522; UL 82717.38, 8-10-65, UL Design L503; UL R3543-6, 11.10-65, UL Design L519; ULC Design M502 NGC 4024, 7-13-68 ' 32(68C&P) NGC 5032, 7-19-665 Fe.S1 1011 In) s .:- Ca sl t to Si kae Liiik6k) t oft f.cq SY 6/-63 6.1 74 75 sr KvtoVell 0,43 44 11[y�� ICAJAJ See 4-r-24ed op)7074, Cg {_ Fizz, vide Lr57d "15'5401% •ftg t_f% t Co 4vw r ,5p1 1 -a, • ,a t erred egress p', ie z .egre5S eri 014 t Vo J CL :I ML --<t , W t 4x... DAYBREAK CONSTRUCTION SPEC., INC. P.O BOX 582 GLENWOOD SPRINGS, CO 81602 154 43!LC,:p