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Specifications • Aug -2.6 -98 09:42A Tikka Plumbing, Inc. 360 690 4352 p- 1 U.L. SYSTEM NO. WL2078 PLASTIC PIPE THROUGH I -HR. OR 2 -HR. GYPSUM WALL ASSEMBLY l F RATING : I-HR. OR 2 -HR. (EQUAL TO RATING Of WALL ASSEMBLY. 7-HR. SHOWN) 1 I RATING : I -HR. OR 2 -HR. (EQUAL TO 'F' RATING)(SEE ILL FIRE RESISTANCE DIRECTORY VOL. 2) FRONT V)EV SECTION A -A S A °1 0. 0 • I I • •••• y,�, . . *Oil E ` .. . . f ;i \ Q . t, 8 , 1 , : • 0 Ira : : 1 3 , ,,:,; ,;, .ill ! ` o .. o i i ii • ©� 0 . . ... U 2 N9 • :•.I. 6YPSUIri4AAttASSEMBLY (I -HR. OR 2-HR. FIRE- RATING)(2 -HR. SHOWN). ' _ o Q • • • L•PENETR,ATING ITEM TO GE ONE OF THE FOLLOWING (ALSO SEE NOTE NO. 3 BELOW) : ' - . g g N • • •: • • A. WNW' 6' DIAMETER PVC PLASTIC PIPE (CELLULAR AND SOLID Cam i ). g a t` 1 m • • •• • e. MM US 6' DIAMETER ABS PLASTIC PIPE (CELLULAR AND SOLID CORE). o = c IS 8 C. MAXIMUM 6' DIAMETER FRPP PIPE. 0. c ° ¢ J 0. MAXI s• DIAMETER CPVC PIPE. Q V t° a N m 3. HILTI CP 642 OR HILTI CP 643 FIRESTOP COLLAR (SEE TABLE BELOW). INSTALL CP 642 ONLY WITH ABS AND FRPP PIPE 4. FASTEN EACH Minn TAB TO WALL ASSEMBLY WITH HILTI 1/4' TOGGLER BOLT. 5. SEE NOTE NO. I BELOW. —4 PIPE DIAMETER PRODUCT DESCRIPTION NO. Of MOWN& TABS MAX. HOLE SIZE 1 -1/2' CP 642/643 50/1.5' I 2 ' 2 -1 /8' 2' CP 642/643 63? 2 2-5/0' 3' CP 642/643.90/3' 3 4' 4' Q CP 642/643 110/4' 4/3 5' p 6' 4 CP 642.160/6' ,,, 6 II 7' NOTES : I. TO IMPEDE COLD SMOKE, PROUfIDE 1/4' DEPTH HILT! FS-ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT IN AIMILAR SPACE AROUND PLASTIC PIPE. 2. AMRLAR SPACE a INDIU 10'. MAXIMUM I /4'. f 3. CLOSED OR VENTED PIPING SYSTEMS. (PVC. ABS. FRPP s SCHEDULE 40. CPVC : SCR 17). :I INSTALLATION INSTRUCTIONS FOR UL NO. WL2078 . 1 ' STEP 1 - PREPARATION: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. I STEP 2 - Firestop Seetant: To impede cold smoke, place 1/4" depth of FS -ONE Firestop Sealant in annular space around the pipe and the wall. STEP 3 - Firestop Device: Place the device around the plastic pipe and press the open ends together until it catches . (close) with an audible "click ". Attach the required mounting tabs around the device and secure it to the wall with the recom- mended fasteners. • • 'itoto svi/ Pa.c2-64)c-fivoy 9"7- , . • HAILER—DEAN v COMMUN. TEL:503 Jun 27'96 15:33 No.001 P .5v on.,Ls 701 10://..2.0 I 1 / 6 0 Ito N,/ e - .- 7/ 4. ••"*.'.." D E.' 1.1 et- T S1300-1 V/'1 tam. - PrZ e- ! 71 t.) tu tr 07* e 01•1*, et. 3.f. tAry 6 J, tki 1 0 CYZ • ) Pe 'Itcr•-.3 rf../- Pay cra- Ae (.32, 5 70 4 Altd vi Is' 9 4 44' PAv•Are- Atz44 36, rD 4 I -17 To 7".elc A-1Pme Vi 01 Aeis 44 c. 77 `O c)Lc-I t*IX" at-) PO 'JO 1. A 40 ) V • (51. . ar 1401 P/F7 • ir 1 Upp. .‘...41L 40 . — rny • ‘1 • 14 La • le, 1 )‘ - . . -•-. Vg 4,4 -9424 V- y s°44. 4. 4(54,,, - A-1,1' 4 ( e i n, ( .1006 ,*. 4( 5ce4iv 97.1 PT 5 t "- 170 • 10 - 1 6" ram fr 0A/4.6 . 1'71 ( 40v. q) 14.14is pe-r3 4 om SiZar Ot h4A6-41r enfa f WICaa cu../n PROP (Z474. it 1401 za r-r°1114. a 41 L9 1c,1114.4. 4.J 5100 4), LA, jr G) .00 di 1 S lo 0 44, 0/1110 ON r < )." 10. • 1 Ze No /3. HOLLER —DEAN COMMUN. TEl_ :503 -288 -2931 Feb 28'97 14:37 No.003 P.01 — — ._. . I D/ sego:weer ewe /gado c 0 O•N/ I r 9?.2 Fs /nrct 1"7 ?.S' It [� CC5 y A d . 6'i2 a. C7. ice z � Q) . ° G•typ /Je'•; Cls 6 aU.s x+ .44" • USE • ',//6 • Ioit,r 1 I I C -r ce -rir v c y Rag Oa 7•0 • 7o I iN«r ` • SLOG o . G I _ _. E[ Hi/. /GG. C. . },�AA-/Ar 4 d+KA7ir WA-rat •rrre eC erJ- /6W-1: Ci.aAA..1 GA TA n '7K'C) sm As L4.4744 Scguiato 767-nikA it i f • �� ~t , M l•� . . -7 O t pa PROF „G1 4, 3190 rP ORISON Q 4 ' 10. % e k HP\ I i , • • , • HALLER-DEAN COMMUN . TEL :503 -A932 Jun 27'96 15:33 No.001 P 01 G/•4 v p,.,c 74 Fr. vermo, I I 4- 4,,e, P V I / 74It Pet. I Ja,c) e 4/ - ! -roosi v.,44 y 04.(7;./ 7 6 OC 1.4.ry - 776. ("YZ (.) Pc , Itcro TILA-A0 ) Pay c. c...• 7\1 rre- Age.4 Gw2, 570 13U1L6/1•Ja. Al.gdA GI / . PA 1/ 6... AtIc 4 4 30, raet ^To 7tc. 10-1 Proe I Ow'. Arm 4 _qt. 77 co 4 co-) Po 4- 0 ): A: (teAki," ) V w "", ( � 14 67.) FT 3 it IlF7 sire Po,..x.)1. Ow. tr. 10 F./edr gr , _ . . 40 7 We I La 4 tel 15 p • • • V C 4,4, 14. v. ik[ 2&.-46) .4% ..45 41 4 : 4. 14.• ( 2 A '5 ; 49 \) e c..5( I ono.? 4 ( C.4(o) 54 974 FT 5 === MA wr" r or RIoN41.0 . V 43 '171 - cP ( 4 4:v. a i 4 Om 2 za ibC14A1 Ina f ).• 1401-o Wei 0,D PROF (1. %Jr 4 I 4 C.‘ :11 2 01 2, 5 r fe. 4 • 4 " e 4$* ‘ 5190 * Cp S / iar lo 0 utid 4.. 40 Silic/avvo ORtOON C 4 ■ - 10 c vi • . — . ' HALLER-DEAN COMMUN. TEL:503-288-2931 Feb 28'97 14:37 No.003 P.01 • DiSCri#44 ea eve /47 Car , V? .2 Fr/14.c • P7* Zc • i Old 0 .60 e e C g ' 5 1 1 `,...-...• o e 1 I 7e.qh I , I A d 4.7, ID ) 1 d z . 4 - I - --sff •-• 0 .C.O/S15; d.r 5.e:SGS'a= c.).cm" • uyk- 7,V,E,,4 le:Jeff , ! . I C-00- C-'74' 7' er Da? 7 A . 1 / 1 .. , , • I agl ' ix/10r i — ! A •• ....._.1...4.A. . _ . 1 4 4.0,4.rdr a: • /dG. 0 —)i- V _ ..-6- sa- ------- ec &a. /6 sme• ■Mo-ra R 7 rre Ca.Ak..) • Our GATA I a u oc..-rc e 7 "li•.1 . ea A -. — et '' -fp routig A4 . i Lu/r44 1, NI SC4'4110/0 - - d /.• q /OS. Cm • 411 i II r 'WA lif Cletea pl. a , . 1 . I I - i ' ,\OS) PROF1444 ! CO %°114e4 40 I . I OREODPI ..• b to • G 1 ■., 1 I 1 ° % 7 - if J' • (t 1 c UJ `^` • 1/2' PLYUD. SH?1•IYs N FOR HTT22 HOLDOIW ANCHORS . • +x 14" (A36) THREADED RODS tU/ 10' EMBEDMENT MAY 6E EPDXIED ? x 4 STUDS AT '.6" D.G. INTO 3/44 HOLE W/ SITIP3ON1 "SET" ADHESIVE (SPECIAL INSPECTION REQUIRED) USE 3 x 4 STUDS AT 16` OC. A'r 1st FLOOR B. WALLS. Si 8 "$ x Cr ABe OR 3/8 "o X S V2" EXP. BOLTS ` : ?:..•<<,. (3" lift EMBEDMT) ).C. • 4' CO NC. SLAB on 1 2 x P.T. PLATE _4110 ' r ' �I I c c / r P • I • J t �- a • .1 .c 0 r b • cc l •• L I L LL - --�„ 7 1 G ri" (s) 0 4 CONT. T 4 B W/ f AT PARTY WALLS, PROVIDE S --'-'1"-‘0‘\ 24" HOOKS AT COMERS . . • "ETtAirat.r\ ii, 2'-0" S . 1 J Q CORIRIDOR 4 5PE4 W4LLS UJ/ #OLPQWNS 1 gar 1 72" . I' -0" . 8-02 ' 7 e, 14 .;1‘. -.oh ■ RECEIVED AT DESIGNATED SNEARWALLS MAY 2 6 1998 i UJ /OUT NOLDOWNS 2 x TUDS AT Ib ° O.C. • -4 5/8 "0 k 8 I12" EXP. BOLTS WI 5° Eh'fBEDMt. COMMUNITY DEVELOPMENT 3 x 4 STUDS AT 1( O.G. SEE SHEARWALL SCHEDULE FOR SPACING . lat FLOOR B RG _ WALLS 1 i PLACE ANCI -IOR BOLTS 12° OFF EACH 5DIE f OF CORNER AND 6° TO EACH SIDE OF SPLICE 2 x 4 P.r. SOLE PLATE I - 1 AT NON-DESIGNATED SEAWALL .1/4 \ 1 0.W5'ct POWDER ACTUATED FAXTI]NERS AT 16' O.C. 4° CONC. SLAB ► /.-- * TTTTTTI ■ (2) ade CONT. W/ - 24° HOOKS AT CONNERS r 1 I ,, ..__ _ , - 21-ed 'i . e r .,1.1 41 1 W . , ek. . ,,::.,. " s, 0 Th1ICKENE SLA • 146—p— 41 Q . Eci . co @ . LL1 `. ... 1•-1tS -199 14 :5w U. y. ll'( UP1 W. ....,�.., V r AG r,v� •.} I' ) A • . -- / / ' r 319 Shinn $trer • I • '.. - Fremont, (..t 94336 Phone: 5.10 7974400 Fitt •. .%70 79242.57 t ( (0 1 0 C IC;Ck-.•:. '1,,.A...c.,, 14 , • May 12, 1998 . Vern Daarud , Western Drywall Services . . . • 48th Nikula • • Windlock, WA 98596 • Re: Vertical chase within double stud; double plate will. Vern: . I have reviewed the detail that you faxed to me on May 12, 1998 As we discussed, the requirement is for a one hour vertical elcleSUre that is on the inside of a typical double plate chase wail. A fan duct would be iaglalled wlthiu the enclosure and would run from floor to floor. The concern is that fire could spread inside the duct space form one boor to another, and that fire would be on the inside of the duct space only. A method of creating this space would be to install two lams of 5/8 type X on the inside of all four sides of the enclosure. This will provide a finish rating of 66 minutes. which means that two layers of 518 type X will stop fire and mtct the temperature rise portion of the ASTM E -119 fire test for just over one hour • before failing. The finish rating is defined in the U.L. Fire Resistance Directory and is documented in t1,L, >ign No. U301. I have included copies of the above with this lever Please let mw know if t can be of (Urther assistance to you. Thank you for using USG products. Sincere ti / — WA '1 Fps �/8 A E <' ' / n . e _' �- s _ _ z). Nrr_ - C fl ris Balser ` e. • Technical Maticeti»g Mager - -. _ S W �' . � V '_ a- . �INe_ • . . l 6' a ltd _ ° 2610 ft _ -N) , • 09,.6 • /�f� f t /' / • , , AMOK . - i ..'�� / i • p c 1 l ' Born to Sell /" A Szah. fffiory of USG Curp. rusivn • • • J \- * 1 ) " - .. iii; , • . . . . .1 1 e"•AUTAle.:.; . ...... ,,. • . . (..., 1 If... . • , ..F I ip . VW. . fg,Ifidoir pAi... 419 . - . Ni •'.. ...,., • ff.if -• • • ; . • . . , . • • • •• .. • : NO PLASTIC PIPE TO PENET . 1 HR. WALLS. • . ',. .• • PIPE SUPPORT " al . PIPE PENETIU ivers _ H eftwt-e1.13,tiQl.:_----.,, 1-- e4z\i-J14-°&, ' Wi - V/Z - \ • IIII 8 IL- 1 .1,..j ...- \Vt / . \v. p., e-i 5.>c . / • . • -.,. I C7.-c-- e? t= 0 f9.44-1 a . • • 4, - . Y • . 411050111111011=a • • • • . . ', :. 0...7 AdiSIIPPA a ri " 1111 • . . A•m• • / ...Aps • • • . • .. . , • • ... . •-.:...I.L.:ir-. . , / i.. . • . _.: A :....-..::i:: .:•;.?.. . : 4:WK W A:. - *" --• - r:: / . ...firrilt•'.. ' • - FA •±A..-s;i5f ••-:e!, It.: — _amis. - , • 1 t.i u 1,,.\7142f,i ..,_ — er .,, 1 t, --.7,1-.- - . . 0 CfrtA , 1 4,4i-Nri; . Q1. ± ....2 • • 1115.-TA. 0-- 1.-,4\-1' 13 ------ r5.43><. • 41W ..... . BX -41 4 •1 a3" . :I ' 4 FAN CURSE ,..:.... • . • Aft I. SCALE .11S. = 1 II IIPF . . ...: . • ' . . .C)C..,....J,tho-ir3 , • -: . . . 1.s., SK1, I H • ... • .,..........•■•• ortarome winga. •. .,., ...■ I ' A IL ............ .......... .....■“.o... , ••■••••••■• • . 1 .H004 Li , ._. 1,- ....... .„„, i . AA ,i-N.. 6 :: -. V :s ji . ;E: 112 1 1NJ sc:74.75.1 • 510 792 2.257 P.03 . MAY-18 -1998 14:54 U.S. GYPSUM CO. . '; FIRE RESISTANCE OIRECTO (URN) FIRE RESISTANCE OIRECTORY (BXRH) 673 FIRE RESISTANCE RATINGS - ANSI /111263 (BXUV)—tonitinued FIRE RESISTANCE RATINGS - ANSI /U1263 (BXUV)— Conn'ntre • • 1. Studs•- hominat 2 by 4 (n. spaced 16 in. OC. Vycan Building Produce, Inc. 2_ Watiboard, gypsum•--Any CLusified for fire resistance 5/8 in. thick ryteC Corp, wallboard applied hortzuutatl}r or vertically, with beveled. square or •gearing the W. Classification Masking tapered edges. Wallboard attached to studs with 1 -5/8 in. long type W • bugle head drywall strews spaced vertically 24 in. OC and approximately 3/4 in. from edge of wallboard, 3. Wood partfdeboard -1 /2 in. tAltk, 4 ft wide, wood particleboard installed Vertieatly and fastened with 60. 2 in. tong cement Coated nails, Design No. U302 • 0.0915 in. diameter shank and 1/4 in. diameter heads spaced vertically 6 in. OC Bearing Will Rating -7 HR. 4. Tie nods -Snap tie red: 0.225 in. diameter spaced horizontally 16 in. OC Finish Rating -59 Min. . . ar vertically 24 in. 0 . 5- PerKte concrete— Minimum 5 in. thick of partite concrete, 4 to 6 cu ft of Perlite Aggregate- to 9( lb of Portland cement. See PertJtr AAgqgregate (CFFX) category fer.namos of manufacturers. e. 16 R Nomin0l Oimcn$io+a • - Bearing the UL Classification Marking !'1/4' • 'Design No. 11301 X ' — ;- ;�r•N 10 .3x' Bearing Wall Rating —2 HR. T� T"'` �"" �•� /� -. t " Finish Rating —b6 Min. ��/ ����II /1���� �1� r � - v t1Orilarrci Seeslon 0 r r- ------ t6" O.C, t s6 -- -•--•- i Top and 8otsa'n of Won Elfactively fuestcpped !!P � ' •1 , 3. Wallb Gypsum' -5 /8 in. thick, two layers applied either ir 1 I I .�' nerisontally or vertically. Inner layer attached to studs wrth 6d cement l ;/ coated nails 1 -7/8 in. long. 0.0915 in. shank diem and 1/4 i1, diam ? ,,// _ JJJ ��� T "" needs speed a in. OC Outer layer attached to studs over inner layer with ��. C : ` Rd cement ccatvd na 2.3/9 in. long. O.i:S in. thank diam and 9/32 in. � f diem Reads, spaced 6 in. OC. Vertical joints l ocated over studs. Vertical 00 l 0 2 =4's fireSicpped and horizontal joints between inner and outer layers staggered. Outer Layer joints covered with fiber cape end compound, naitheads covered with joint compound. As an alternate. nom 3/32 in. thick gypsum veneer , r 1. Nailheeda— Exposed or covered .+ith joint finisher. piaster mey b aD lied to the ant re surface of t1asl Fed veneer ;, 2. Joints.— Exposed or covered with fiber tape and joint finisher. As an b F I atternat , nominal 3/32 in. thick gypsum veneer piaster may be applied eseboard. Joints reinforced. wallboard other than 48 tn. wide must be to the entire surface of Classified veneer baseboard. Joins reinforced. applied horizontally. • 3. Nails --6d cement coated nails 3.7/s in. tong 0.0915 in. shank dram. American Gypsum Co. —Type AG•C or AGX -11, • 1/4 in. diem heads, and 8d cement coated nails 2-3/8 in. tong. 0.113 in. Borst Gypsum Ina —Type 80 -C. 00o53, DDG2 Or DCNT. • shank diem, 9/3? in. diam needs. Canadian Gypsum Company --Type AS, C. 1P -X1, IP -X2, SCI, SHX, C Wallboard, Gypsum -5/8 in. thir,l, two layers applied either horirontally • WRC or WRX. Or vertically. Inner layer attached to studs with the 1.7/8 in, nails spaced Celotex Corp. —type 1, 8, C, fRP or SF3. • 6 in. OC. Outer layer attached to studs over Inner layer with the 2 -3/8 in. Continental Gypsum Company —Types CG1-1. CG -3. CG3.3. CG -5. long nails spaced 8 in. OC Vertical joints located ever studs. All joints In CGS -s. CGb -6, CG9 -9, CG -C, CGTC -C. - flee layers staggered with joints in base layers. Joints of each base layer - 6-P Gypsum Corp. —Types 5, 9, C. O60, GPF51. GPF5S, offset with jcfnU of Dase layer on opposite side. James Nordic Gypsum Inc —Types Fire X. Ma*"C ". American Gypsum Ca. —Type AG -C or AGX -11. Lafarge Gypsum. A Div. Of Lafarge Corp. —Types 105(3. 165(6, I I Sprint Gypsum Inc. --Type 8G -C or ODNI. IGFC -C. . Canadian Gypsum Company --Type 41 C iP•Xl. IP -X2. 5CX, SHX, National Gypsum Co., Charlotte NC —Type FSW, FSWG, FSK•G. WRC, WRX or W. National Gypsum Co., Riyadh. Saudi Aasbia —Type rR or WR. Glisters Corp.—Type 3 or no, Pabco Gypsum—Type C, PG -3, PG -4, PG -5, PG -9 or PG -C. Continental Gypsum Company— Type CG•2, GG -3. CG 3W, CG 3W5, Republic Gypsum Co. —Type RG-1, RG -3, RG-4 or RG -C. . CGS -5. CG -5, , C06.6. CG9 -9, CG-C. CGTC -C Standard Gypsum Corp. —Type SGC, SG -C or SGC-G. Set Gypsum nes Hardie Gypsum Corp.—Types I S, 9, nc. —T Inc.—Types Fire GPF56. e X, Marl'C;, Temple- Inland Foss-at Products Corp. —Type T, VPB•Type T or Jair Lafarge Gypsum, A Div, of Lafarge Corp. —TypeS LGFC6, LGFC-C. TG-C. National Gypsum Co., C3tarlotto, NC —Type fSK, FSK -4, fSK -G, United States Gypsum Co. —Type AR, C. IP.X1, IP -X2, $01, SHX, Few, FSw•A or FSWG. • - WRC or WAX. National Gypsum Co., Riyadh, Saudi Arabia —Type FR or WR. Yeso Panamericano SA de CV —Type AR. C. IP -Xi. IP•X2, 5CX, SHX. Pabco Gypsum —Type C. PG-2, PG -3, PG -3W, PG -C. PG-s, PG -SW. %AC or WRX PG -5W5. PG -9 Or PG-C. 3A. Wallboard, Gypsum•._—(As an alternate to Item 1) --Nom 3/4 in. thick. Republic Gypsum Co.—Type RG -C. installed as described in item 1. I Temple- Inland Forest Products Corp.—Type TG-C. Canadian Gypsum Company —Type AR, i Stenderd Gypsunt Corp. —Types SGC, 5G -C or SGC-G. United States Gypsum Co.—Type AR. r United States Gypsum Co, --Type Ak, C, IP -XI. IP -X2, SCX, SHX, veto Ponamoricanp SA de CV—Type AR. WRC, WRX or WSX 2• Sheathing—I/2 in. thick exterior gypsum shcathirs0. 24 in. wide sheets. ttireavoc amerr Type westroc rrrcboard. I G'edges. Min weight of sheets 1800 lb per 3000 sq ft, min thickness Yeso Panamerf :ono SA de CV -Type AR, [, IP_X1, Ip•X2, Sot, SNX, 0 -480 in. Attached to studs horizontally with 1.3/4 in. long, I ld, 7/16 WRC, WRX or wSX. in. diam flathead gale roofing nails spaced 6 in. OC. Vertical joints , A Wallboard, Gypsum• —(AS an alternate to Item 4) —Nom 3/4 in, thick, installed as described located over studs and staggered between adjacent row.. in Item 4. Canadian Gypsum Company —Type AR. 3. Corrugated Wall Ties -3/4 in. wide by 6 -5/8 in. long, 20 MSG gale Reel, United States Gypsum to.—Type AR. Attached to each stud with 2 -3/8 in, long 8d cement coated nails. every rest P namericano SA de CV --Type AR. sixth COurse of bricks. i. Melded Plastic's—Not shown, Optional —Solid vinyl siding mechanically 4, Clay Face Bricks -2.1/4 by 3 -3/4 Dy 8 in, with cored holes, laid in fu(i secured over the outer layer to 'framing members in accordance with bed of mortar 3/8 to 1/2 in. thick consisting of three pegs of clean sharp 1 menuhcurers recommended installation detests. sand to one Dart of Portland cement (proportioned by vot and 15 percent Akan Building Products, Div. of Akan Aluminum Corp. hydrated Limo (by Bement vet), Associated Maseriats, Inc.•Als:au Dtv. or 'Bearing the Ul Classification Marking _— LOOK FOR MARK ON PRODUCT • * . '`' ,: • hei -11Q -1999 1 a'. S3 u. S. GYPSUM CO. 51e • 792 1357 P, 02 - 2 FIAt RESISTANCE DIRECTORY (RXRN) FIRS RESISTANCE DIRECTOR (b RH) FIRE RESISTANCE RATINGS - ANSI/tKt263 (BXUV) -- Continued FIRE RESISTANCE RATINGS - ANSI/W.263 (©XUV)— Continued � Ths numbers i es 'Reserved' in the above table • are for future Exposed Interior FTnlshes • expansion and to cater to new types of systems devoteped in the future. The surface Ramteability and smoke development chareatoristiu ,f Classified The prefix number; with do asteriek (e) and the design numbers indicate) as materiels that may be used as exposed interior finishes are measured by the 'Reserved" in the above table are for future expansion and to cater to new test method in Standard ANSI/UL 723 (ASTM E84 and NFPA 2S5). Test for typo of system, developed In the future. Surface Burning Characteristics of Building Materials. The fume spread index of GENERAL • : these materials is less than 200 and the smoke devetopment index of these The (oilowing information is appropriate to all Rre resistive designs described materials is less than 450, Surface Burning Classifications are contained in the in this Directory, It is recommended that the user, review this information in Building Materials Directory. addition to the general guidelines provided for specific materials and Radftnt Heating Cable! coertructfon hypes- The effect Of the Use or electrical radiant heating tibias or wires on the fin Authorities having jurisdiction should be consulted before constn•rtion. resistance performance of setemblies ftas not been evaluated. Fire" resistance ratings oppty only to ossembties in their entirety. Except for Coating Materiels those separately rated sbucturat members supporting tested assemblies, . Coating materials include Produets identified as Cementiticus Mixtures. individual components tyre not assigned a firs resistance rating and ere not - Mastic Coatings and Sprayed Fibers. On January 2. 1006, the pteduct categories intended to be interchanged between assemblies but rather are designsted for - Cementidous Mixtures and Sprayed Fiber were combined into a single product use in a specific design In order the( the ratings of the design may be echievee, cetegoy titted, Spray Applied Fire Resistive Materials The introduction of the All ratings are based on the a«umptIon that the stability of stnuterel new product category Is ;n harmony with terminology In publications by the members supporting the assembly are not impaired by the effects of fire The Medal Code Organ saations and ASTM. extent of damage of the test assembly at the rating time is not a criteria for The type of material 1s SpeCifred in each design. Material; ,that have been the rating. evacuated for exterior application are So lndivted in the individual designs and The spedFtcations for materials in an assembly are important details in the in the product Categary- development of fit resistance ratings, Those materiats provided with an In Regulations governing the application and use accreting materials have been the design twit are eligib!e to be produced under the Follow -Up Service promulgated by many governmental agencies. Authorities having Jurisdiction Program of Underwriters laboratories Inc. Information identifying such materials should be consulted for current (oat r equi rements. end the CLusifted Companies authorized to provide the material are located in The surfaces on to which the materiel is to be applied must be free tf dirt. the product category section of this Directory. the appearanee of the Class;- o■I and loose scale. Station Marking on the product is the only method provided by UL to identify Unless specifically prohibited in a design, materials Identified as Spry- Appl;e1 . , products that have been produced under it Follow•Up Service. Fire Resistive Materials (CHPX) may be applied to primed or similarly painted Metric D1mMSiahs wide flan a steel shapes provided_ (A) the beam flange widtfi does not exceed it is recommended that the Metric Guide for Federal Cons metier published T2 in.: (!)the column flange wtd )+ does not exceed 16 in.; (C) the beam er by the National Institute of Building Sciences (21:95) be consulted for guidence column web depth does not exceed 16 in.: (0) bond teS e o CTed in regarding the use of metric; dimens building materials. The dimensional eccvrdance with the Standard Test Method for Cohesion/Adhesion sion n of Sprayed tonrttsion Of building ntstorials from the fnch_peyrd system to metric may Fire Resistive Materials Applied to Structure! M ember„ ASTM 0776, shell either be hard or soft, indicate a minimum average bond strength of 80 percent and a minirium Mare conversions are ppcally lied to mahvfsctured products used in in4'v+duel bond strength of SO percent when compared to the bond strength of ma anstn ns are Tty pre appapp include suspended coiling systems, reein the fire resistive coating as applied to dean uncoated 1/e in. thick steel plate. gypsum walibeard, insulation boards. etc. Classified products which are available The average and minimum bond strength values shall be determ;rrrd based rn rrcU sires ere identified in the Classification inforn ation ton the individual ' upon a minimum of five Dond tests conducted in accordance with ASTM ,7 ?6. orsdcct cetennries located near the end of this Directs The bond tests need only be conducted when the fire resistive Lee ing is For sect conversions. inch-pound dimensions are mathematically converted to applied to a pried or similarly painted surface for which er aptabte bond exact equivalent metric values. Erramptrs of r mansions which may be soft strength performance between the primer Or other Similar materi al and the fire converted include concrete thicirnees, depth or conceited space above suspended the primed Coating has not been measured. A bonding agent may be applied to ceiling. and coating.thickne; see, the primed dr simitady painted surface to obtain the minimem required .bond _ _ • It Is recommended that dimensions whith err identified as minimum or strength where the bond strengths are found to be below the minimum acceptabiv values. r maximum in fire resistive designs be initially softly converted and, if required, A an atcernative to the bond test conducted on contrcl samples applied ea further converted to a hard metric equivalent following zee min /max guidance. an uncoated steet plate, the following method may be used for unknown The spacing of hanger wire and other supports for suspended ceilings would be examples requiring this type of consideration. agent coatings in existing Urq ;. Sections of painted 1t are to be :Dated with Penetrations a tending agent commnpatpat ible with the sprayed material being used on the Penetrations through all or a Dormer of a^ assemrotecyt bl can i nificati project the treated and untreated substrates shall be coated with material, tp o e s crenated aff cured and subjected Sc five bond testa each. in accordance with ASTM C7115. If the rating, �restop systems developed p p by ect the failure mode of the seC;fons treated with the bonding agent is 100 percent penetration items are covered in Volume 2 of the fire Res.r 9 stance Direetcy, cohesive In nature, it will be aCCept.•ble to we this bona test value as the - OWt Unrestrained Assembly Ratings control bond strength. The value obtained on the untreated painted stetson Tore unrestrained assembly ratings are indicated for some 0900 Series floor shall be compared to the control value using the minimum 80 percent average.. - designs that include unprete ted steel floor units, These unrestrained assembly So percent individual bond strength acceptance criteria establisled in ASiM ratings are influenced by the span of the steel faro units. For the longer £736. rating. the maximum span is the span with which the assembly was tested. This Tf condition (D) Is not met, a mechanical bond may be Obtained b y wrapping melee is determined by the assembles ftNCh.■ai performance during tl.e Are th structural member with expanded metal lath (minlmum.l.7 tbs per sq yd) i best- The shorts,: rating is determined by the steel temperatures measured If arty o f t h e conditions speri*+ed in (A). (8), or (C) are not met, a mechanical during the test end chi span is limited Doty b the manutactur2rS Llbles. loadin break shall be provided. A mechanical break mey be provided by rnecheelcally fastening one or mote minimum 1.7 lbs per se yd metal Lath strips to the flange Finish Ratings or web either by wed, screw, or powder actuated fasteners, on maximum 12 in. A finish rating Is established for assemblies containing Combustible (wood) centers, on each longitudinal edge.of the slip so that the dear spans do net Supports. The finish rating is defined at the time at which the wood stud or exceed the limits established in conditions (A). (B)), or (C) as appropriate. No . wood joist teaches an average temperature rise, of 250 degrees F or an less than 25 percent of the width of the oversize flange or web element shaU individual temperature rise of 325 degrees F as measured on the plane of the be covered by the metal lath. Np strip of metal loth shed be teas than 3 -1/2 wood nearest the fire. A finish rating is not intended to represent a rating for in. wide, • a membrane ceiling. The requirements for finish ratings are not included in As an alternative to metal lath, the mechanical break may be provided by the Standard ANSI /Ul 767. use of minimum uo. 12 gauge steel studs with Minimum No. 28 gauge Neils galvanized -steel disks if such a system is described in a specific design (usuall Nails are specified according to rederat SperiAcation Ff -24-1058. Nails nod to bottomless trench in an electrified Floor detlgn) for Ina Are resistive coating Ruch gypsum beard to wood etedr or to weed joist, Atli be .n next costal Ssv r..j 'peke'. The studs thett be welded to tf.a'venire etemene in reuc suet' bee nails er eemrnt coated cooler nails unlese ;perif..ed otherwise in the that the maximum clear span conforms to conditions (A). (9), or (C) as specffst designs. appropriate. The spacing of studs along each row shall not exceed 24 in. and Interior and Exterior Applications a minimum on stud per 2S6 so in. shall be provided The fire resistive designs and the UL Classified materials are Investigated with Where metal lath strips or steel studs and disks are used, acceptable bond . the understanding their use it limited to interior appllc,.tions unless the design strength as described in item (0) shall also be provided. A betiding agent may or the Classification information For the material include: a statement such as be applied to the painted surface to obtain the required Minimum bond Investlr)ated rot .astener use or untees tine exterior yea is obvious as in the Strength whoa bond rrrengtht to a painted surface are found to be been can of roof: nr coottd m•eal watt faring% used in anterior walls. minimum a cceptable values. LOOK FOR MARK ON PRODUCT _ r JN. 30. 1998 10:30AM KEYSTONE NO, 8738 P. 1/3 . • KEY ONE RETAINING \VAI .I. SY 5TFIv15 6utrer 611.4.4- June 30, 1998 ' Tim Mann KeyWest Retaining Systems, Inc 24285 SW Stafford Rd Tualatin, WA 97070 RE: Sound Wall Design Dear Tim: Please find enclosed our design calculations for the sound wall project in King City, Oregon. Based on our calculations for a six -foot sound wall, the footing width should be 2 -feet wide to provide an adequate factor of safety against wind loading. Since the KeyStone standards are effectively 2 -ft wide, this would provide sufficient footing width. For design, I have shown a 30 -inch wide footing. This would be filling the KeyStone Standard units with concrete and providing a 6 -inch zone behind the tail. I have also included calculations for the 5 -foot KeyStone retaining wall. The material behind the wall will be the on -site sil ty clay cla soils. Based on this material, and an automobile parking area 3-ft behind the wall, the attached design shows one layer of reinforcing required for internal stability. All factors of safety meet current design standards. I hope this fits your needs. If I can be of further assistance, please give me a call. Sincerely, H 6 Robert Race PE Director -- Technical Marketing/Chief Engineer 980630 SoundwalVrjr ��� 7 7 ?' t f l"'.V 177'y�f o f �) u" }� ' 4 ,r•.1 nR;i , � t Onc itiohally 045 b \ita,,, : ::. \ \ \������lll d e w k �� 1�Q�rltA a - °' k ®r only the `� PER NO, ;�.1(1 Ci — OS'Ly - :_ �+, - ; . , w � t ee Letter tat Follow...,„.,„„„..,„,,,,,,,, ...!. _ $ • Attach. ,...... - -, 3(' Job Arklmss; .`fce v By 4 mina 78th Street L ( Bloomington. Minr,caota 5 5 5435 6121897-1040 .( 80074V -5971 Fax 612/897.3856 fl 30. 1998 10:30AM KEYSTONE NO. 8738 P. 2/3 • REVISIONS ��STONE ZONE REV DESCRIPTION DATE APPROVED I u RETAINING P:AL_. SYSIt`'S ¢ - Te o4 1 ,added rebar details to sketch 29 Jun 98 IIII Wind Load. 30 lbf /sf 1Q Sound Wall block 8s8s16 Masonry Unit - 11111 6 ft mas n N 4 rebar, 36in o o grouted 1 (2) No 4 rebar, laterally along base ■ Car Parking, 3 ft from Fill unit & 6- inches behind unit with concr 4*. ' • %� \ \ \ \ --- 30 ---._ Tensar UX1400 5 ft max 1 Geogrid Reinforcing 1 6 ft long KeyStone Standard Uni ; Drain Rock fill i Crushed Selleteu . ng Pad alinlika P acs s0 PROF G f ,G1NF 6 >0 a 4 14,334 F 4 s OGa il ■ KeyStone Sound Barrier �oe ' . 9� RETAINING WALL SYSTEMS 1'.{•R 4 '' � _ 4444 West 78th Street . ��- ..•.. Minneapolis, MN 66535 Typical Elevation (612) 897 -1040 ( SCALE DATE I SHEET 1:20 , 18 June 98 I DWG N0. KW Sound Wall IJUN. 30. 1998 10:31AM KEYSTONE NO. 8738 P. 3/3 page of rfr �` NEI KEYSTONE RETAINING WALL DESIGN � � ;1\ 4G WALL sSi6� : Based on Rankine (modified soil interface) Methodology • - - - - -- w °X-41411. Seta vets., 1 June, 1998 Project: Sound Wall desing Date: 6/30/98 Proj. No.: Bv: rir Design Parameters Soil Parameters AL c nsf f / Reinforced Fill: 27 0 120 / ! Retained Fill: 27 0 120 1 Foundation Fill: 27 0 120 ! Reinforce Fill Type: Silts & sands / I Unit Fill: Crushed Stone, 1 inch minus / J Factors of Safety Sliding: 1.50 Overturning: 2.00 Pullout: 1.50 Uncertainties: 1.50 Bearing: 2.00 Connection Peak: 1,50 Serviceability: N/A Reinforcing Parameters: Tensar Geogrids Tult RFcr RFd RFid LTDS ,S_ _TaL _EL _Us_ UX1400SB 3697 2.64 1.00 1.05 1334 1.50 889 0.80 0.85 Analysis: 5 ft max wall design Case: Case 1 Unit Type: STANDARD (21.5 in) Wall Batter: 0.00 deg. Leveling Pad: Concrete Wall Ht: 5.00 ft embedment: 0.50 ft Level Backfill Surcharge: LL -- 100 psf uniform surcharge DL -- 0 psf uniform surcharge Offset= 3.00 ft; Load Width= 20.00 ft Results: Sliding Overturnuw Bearing Shear Bending Factors of Safety: 2.04 5.33 5.91 15.51 4.71 Calculated Bearing Pressure: 736 psf Eccentricity at base: 0.45 ft Allow. Peak Serviceablity Reinforcing: (ft & lbs/ft) Calculated Tension Connection Connection Pullout Layer Height Length Tension Reinf. Tyne Tic Fa 1 2.67 5.0 303 UX1400SB 889 ok 764 ok N/A 1.61 ok Reinforcing Quantities (no waste included): ( Efficiency= 34 % ) UX1400SB: 0.56 sy /ft ���tip PROFE GaNe a U ../ A:134 -r 1,, . // OREGON .9 23. de 1- LUN. 30. 1998 10:35AM KEYSTONE. N0. 8740 P. 1/1 f KeyStone Retaining REF No Wall Systems, Inc. CLIENT KeyWest Retaining Walls SECTION PROJECT Sound Barrier Detail SHEET 1 OF 1 JOB No DRAWING NO CALCULATION BY RJR DATE 18 June 1998 CHECKED BY DATE APPROVED BY DATE OBJECT Verify footing size for 6 ft sound wall on KeyStone Wall Assumptions ^ ----* wind loading w1: =30 II ft2 AZ= ;I Max sound wall H := 6•ft l `"' concrete footing W f : = 2 ft , MIN w Calculation 1 - ---.- 0171.16411 f.0 i 'I Width of Sound block: Wu . Width of footing: Wf Wu: =1 ft y =140 lbf ft Driving Force D f :=w1.6 ft•1 ftj 180.1bf . ' Driving Moment: D m : =D f? 540 lbf•ft Resisting Moment: R Wu H•1 ft w ff + (1 ft•W 1 ft) W f 1120•lbf•ft g m '' 'Y cr' 2 f '1' cr 2 Factor of Safety to overturning FS :_ - FS =2.07 OK D 27 Horizontal load is handled by Shear in KeyStone Units and Geogrid anchor. i 1