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Specifications COMPUTERIZED STRUCTURAL MAY 31 2012 DESIGN, S.C. CITY OF TIGARD )81E! J ING D1�/lS!O CONSULTING ENGINEERS 8989 N. Port Washington Road - Milwaukee, WI 53217 -1633 Telephone (414) 351 -5588 FAX (414) 351 -4617 WIND /SEISMIC STRUCTURAL CALCULATIONS FRED MEYER STORE # 375 RTU CURBS Portland, OR Prepared For AES INDUSTRIES, INC YU►C Z (i ` Cc3`�` -2 Tallassee, AL City of Tigard Ap • roved Plans Pages By ��vi Date 6 - ( fit S1 to S6 ; 1 to 31 and Ref -1 to Ref -3 OFFICE COPY Date May 28, 2012 Project Number J120353MAM s ow c 10 6 �,N Ne4. 4J 84558P • .v.4 lwlr . ✓ ?9 �gOORii 2e y � �Up MP0 ( xPiRE8 11- 111 ID (i, c- 1.)(1. . . , . • • . 1. • i (ii ,.. A RC _ 3 / A Ak..). ..__..-1 ......,.__________......._....._.__...... .. _.., em,1 RN 6 9, i l 5 1 CAB. PNET 42470 e IT GH ..4,,—•,; .. uN wEIT :.- le22 !bs / GALV 18 GA. \ ‘,! I..-y_.---.'."--) _ / 6 vvIND BRACKET!, .' STEEL FRAME INCLUDED. SHIPPED / FULLY WELDED ' IliTERALT.M, M. LOOSE. P/N WM I 2RN ASSEMBLY _____ , A --fr -- ...- ...ONE BURGLAR BAR IN.. ,.. . ASY INCLUDED ,,,..--:--. ' ... . / RN. SHIPS _ TYP. HOLE SPACING 1 I . . ..... .. . • '1 1/2" THICK 3 lb 311-t- 4-'12 x I" TEK SCREWS. EIELD•INS,IALLED AFTER' avELING. r / .., .: ..-}•,._ N, DERSITY FIBERGLAS., 9Z HARDWARE INCLUDED. INSULATION . • 1 ..: .: ..i.:- .., , _Alb, „,..,... 1 14 1/7:'-' i' '/: ' : ;'1•' - :':: - : , '",;',.:7;/' __/- , N.,,,,,e , , ' ". ._ . 1., • .,,,,-----. -.1 ' ....-: ‘,.., .' '''''...:: :.,.: • - . ,„1' '. ' "•%%., •-• ''.....: ' • ' - • - 4-. ,digii . - ' • ' . . FACTORY INSTALLED 1 ).- •-■ it . - - 2 X 2 WOOD NAILER I ict- 0- .-- O• kt z ;. M ..., . D— •■.. • u::: • ••■ te) V) .. 1 . A 1 .., 1•1 • ce 7,) -7 •/1 . \ 14 GA GALV \ • 14 GA BASE PLATE WITH PRE-PUNCHED \\t HOLES il FULL HEIGHT 73 1/8" I I — WELDED CORNERS • v...-s- 7,.."'-/E.1.. ..._ ...._.. .......,, . ,L .. I I - - ----1 -P, QTY - • i i ' , I TAG - 76 3/4" ,—. -.. _I L ....Is: LEAD TIME QUOTED BEGINS AFTER APPROVED AES ORDER NUMBER: JOB: . COPY OF THIS DRAWING IS RECEIVED BY AES. -- — --- FILE NAME: ARC-3 AAON RN-B LOCATION: APPROVED BY: - — 1 — -- DRAWN BY: LEE I REVISION: B DATE: 12/10/10 . SHEET 1 OF I DATE: REVISION B -12110;10 - CHANCED 10 20" 1-11. RENIOVrD SOPPLy BURGLAR BAR AY ADDED AN AIJAISTABLE BASC FOR FIELD LEVELING. CA . C-7 1 , • (,.d pi} _. � . _ ....- . . _. --- _ -. ... -- �. ARC -3 / AAON RQ O1-G6 PNET -_ _._'.. p Q AAON UNR WEIGHT = 826 Ibs. 18 GA LINERS / 18 GA. GALV --a 1 1/2" THICK alb STEEL FRAME I QtI ° k51f4�? fRl1 DENSITY FIBERGLASS FULLY WELDED FACTORY INSTALLED INSULATION /B� ��� ASSEMBLY . 2 X 2 WOOD NAILER— /•� j� 6 TYP. " HOLE SPACING . 4- • ∎ ONE BURGLAR BAR ' i�'� ASY INCLUDED I I �. ,:� „ �I AT RETURN. SHIPS . ` LOOSE. 1190 - 1112 x 1” TEK SCREWS. FIELD INSTALLED AFTER LEVELING. : ' 4 � `:. � 88 HARDWARE INCLUDED. 6 WIND BRACKETS ti INCLUDED. SHIPPED •• ••' • � • . � LOOSE. P/N WB412RN . 771/T � �• . - � � • 65 3/4" 10 1 /4" , 2 �. 9 3/8" 18 3/4" •' .:•.:„... r— k '� • u ld GA GAIV . tb 114 o- " Z FULL HT c.-1 "' �. cg i p - WElDEDI EIGH CORNERS .% 400 0 511 L 14 GA BASE PLATE A WITH PRE-PUNCHED I. J� HOLES I 771/2" k b N QTY Q 1 - I 781 /8" 1 TAG - - Q A ES ORDER NUMBER: JOB: LEAD TIME QUOTED BEGINS AFTER APPROVED -' FILE NAME: ARC -3 AAON RQ LOCATION: COPY OF THIS DRAWING IS RECEIVED BY AES. APPROVED BY: DRAWN BY: LEE I REVISION: B I DATE: 12/10/10 SHEET 1 OF 1 DATE: REVISION 8 - 12/10/10 - CHANGED TO 20" HT, REMOVED SUPPLY BURGLAR BAR ASY. ADDED AN ADJUSTABLE BASE FOR FIELD LEVELING. L/" . . . . . ' , - . . ._ ___._. ______ .. ...._..._......... ... _. ..... . .. ________ . . _. .. _____ . _ . .... _ ....._ .. __ • I An ARC-3 / AAON RN 06-08.10 "A" CABINET PNET 4 75 1 l'cctp 1 1 \ ! ■ , AAON UNIT WEIGHT = 1112 lbs ( FACTORY iNSTAIL ' ---- ' ------- - -----------3 2 X 2 WOOD NAILER •: 1 ;._3‘ ,...3 \ - /18 GA. GALV . . -.,. . • ! tIMIEgati.1,11111g. 6 WIND BRACKETS INCLUDED. SHIPPED . AR . FEY WED LOOSE. P/N WB412RN ks - > ASSEMBLY , - _,-. . -.:'.,•`:: -:-.,, '''.--.1.....%...,..0• ONE BURGLAR BAR - - a ,.......el*,: - .. :t;-': '....:: ...• ASY INCLUDED • . • ' _ 6" 'VP. HOLE SPACING r AT RETURN SHIPS `* -- LOOSE •7 !•-., .11'"=- .,- gi'' . '•-":',:. •:-,;' 7 • ' ■ _ : - • ' '".::.. b„ ... ' -..:. •›- '‘....,,,,.... 18 GA LINERS lb gi - 012 x 1" TEK SCREWS. FIELD INSTALLED AFTER LEVELING. • • : : •,;•.-" .- DENSITY gB 88 HARDWAREII:ICLUDED. '" - :: : -7 ';:. •,;• . . 4.7 14 1/4"11 : '' • ". t :eh WELDED CORNERS. : 1 _ — •••• . •• '‘gliir 14 GA GALV , . , • 1 :0 • .■ „ i .. >-• Ft 41- ■ q t■ Cd t --1. 1 e I tO • ' . Z . .,.. . , Cr. ' V3 ch in 11 ,7 .1 • - • ZI 14 GA BASE PLATE it fl WITH PRE-PUNCHED . • A HOLES — - . 74 3/47 4'1 -. • ' !T.:7.13 .. ...::::::: - ..7. - 4 ________ ___ .1 :..r..c..s-...J. 1 . • I F i • . . .. .. 78 3/8" 1 - TAG - . 1-- I 1 _ . . •ES ORDER NUMBER: JOB: LEAD TIME QUOTED.8EGIN5 AFTER APPROVED COPY OF TI-US DRAWING IS RECEIVED 8Y AES. FILE NAME: ARC-3 AAON RN-A LOCATION: APPROVED BY: DRAWN BY: LEE I REVISION: B DATE: 12/03/10 1 SHEET 1 OF I DATE: ---- OEVISION a -12/10/10 - CHANGED TO .0' HT. REMOVED SUPPLY BURGLAR BAR MY. ADDED AN ADJUSTABLE BASE FOR FIELD LEVELING. ..r ! ! - r _ 55 . AAON RN A &B QTY 6 EACH AAON RQ QTY 6 EACH • — 10 GA GALV -18 • UP 90 I • ' UP 90 2 i r i DN 90 _ • DN 90 , I 1 s j . 24 o 6 -s V A ¢ o 0 0 4 , 24 1 J___ . 18 • t .11 . 1 3 5 ' 11 16 16. t_T_:_ • P b 2 16 2 1 6 0 0 0 0 1 . 8 8 • I p -= ' . 4 -c- . QTY: !.d8 • °1 -° x 3 WB412RN 4o61-Dc - DRAWN BY: PLED 1 DATE: 4/28/09 1 PAGE 1 OF 1 COMPUTERIZED _ STRUCTURAL Meyer Store # 375 RTU Curbs DESIGN, S.C. Project . • ® *wn,�KEA• Job No. J120353MAM By MM 0989 N. Port Washington Rd Milwaukee. WI 53217 -1633 Date 5/28/2012 Page 5 6 of 414 - 351.5588 FAX 414. 351.4817 __ CURB TO SUPPORT CONNECTION DETAILS ALTERNATE -1- ALTERNATE -2- CURB -- CURB •— \-J) HILT' KWIK -CON II+ 1 1 /— HILTI KWIK'BOLT 3 �EO�EQ SIZE, EMBEDMENT, AND II EO: EQ/ SIZE, EMBEDMENT, AND — SPACING PER SCHEDULE - / - -/ SPACING PER SCHEDULE • 17I IiI II _ I � ------ CONCRETE � __ , —� BY OTHERS 0 • ALTERNATE -3- ALTERNATE -4- CURB -- CURB -- -/ t- #12 -24 SELF - DRILLING � t -1 7PER S CHEDULE EQ, EO SCREWS,' SPACING PER - 11 -- / - 1 , - SCHEDULE I t -._ -. ._1 _ - -...: ---~ STEEL SUPPORT r DESIGNED BY OTHERS, I ^ W -BEAM SHOWN FOR �� INTENT ONLY ALTERNATE -5- ALTERNATE -6- CURB --•- CURB —\ . Nr Nr - WOOD SCREWS WITH -- C EQ EQ, SIZE, SPACING AND PENETRATION PER \ Ea it I SCHEDULE . . I ( s = — Fy - 80 KSI•MIN. I. — I�. �— WOOD SUPPORT - -= I DESIGNED BY OTHERS, \\ 1/ \ WOOD SPECIFIC I �I 2" MIN. EDGE GRAVITY (G) = 0.42 2" MIN. EDGE I DISTANCE OR BETTER. DISTANCE j ALTERNATE -7- CURB ADAPTER INSULATION :Ll' #12 -24 SELF - DRILLING __— I / SCREWS TO EXTEND CAULKING " _ . map THRU VERTICAL WEB OF EXISTING CURB. SPACING EXISTING----"" I+ PER SCHEDULE, TYP. BLOCKING !' � EXISTING — /i CURB i L . . • 5 C OMPUTERIZED CD S DESIGN, S.C. Fred Meyer Store # 375 RTU Curbs Project man.woewreetw Job No. J120353MAM By MM 8989 N, Pod Washington Rd. Milwaukee, WI 53217 -1633 Date 5/28/2012 Page I of 414.351 -5586 FAX 414. 3514617 9 CHECK CURB & ATTACHMENT TO STRUCTURE FOR SEISMIC AND WIND LOADING - Seismic Loading The project is located in Portland, OR with Zip Code 97224. The applicable code is the International Building Code. Use IBC 2006 along with ASCE7 -05. See Page for the Seismic Spectral Parameters. S = I 1.091 a •�. SD5 = 2/3 ' S = 0.72667 g ASCE 7 -05 Eqn. 11.4 -3 Component Importance Factor l = I 1.0 'per ASCE 7 -05 Section 13.1.3 RTU & curb — Based on ASCE 7 -05 Section 13.3 ___— Seismic Coefficients for Mechanical and Electrical Comments Type' i I Air -side HVAC, fans, air handlers, air conditioning units, _. -.- cabinet heaters, air distribution boxes, and other i mechanical components constructed of sheet metal N r 1 — _ _� framing. g ' — I a = 2.5 per ASCE 7 -05 Table 13.6 -1 1.3. § ' _ _ _ I R = 6 per ASCE 7 -05 Table 13.6 -1 .2 , a h = 20.0 ft Z = 25.0 ft _ � _. 0.4 • O • S • Wp . (t t 2 F = � R, h = 0.363 W ASCE 7 -05 Eqn. 13.3 -1 < -- Controls I F min. = 0.3 • S • / • Wp = 0.218 W ASCE 7 -05 Eqn. 13.3 -3 F max. = 1.6 • S . I p • W = 1.163 W ASCE 7 -05 Eqn. 13.3 -2 Use F = 0.363 Wp • 2. • Conterminous 48 States 2009 - International - Building -Code - - -- Zip Code = 97224 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing • Period Centroid Sa (sec) (g) 0.2 0.918 (Ss) 1.0 0.333 (51) • Period Maximum Sa (sec) (g) 0.2 0.944 (Ss) 1.0 0.338 (S1) Period Minimum Sa (sec) (g) 0.2 0.895 (Ss) 1.0 0.330 (S1) Conterminous 48 States • 2009 International Building Code Zip Code = 97224 . Spectral Response Accelerations SMs and SM1 SMs = FaxSsand =FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.040 (SMs, Fa = 1.133) 1.0 0.578 (SM1, Fv = 1.733) Period Maximum Sa (sec) (g) 0.2 1.060 (SMs, Fa = 1.122) 1.0 0.583 (SM1, Fv = 1.723) • Period Minimum Sa (sec) (g) • • 0.2 1.022 (SMs, Fa = 1.142) 3 1.0 0.575 (SM1, F■ = 1.739) Conterminous 48 States . • 2009 International Building Code Zip Code .= 97224 • Spectral Response Accelerations SDs and SD1 • SDs =2/3 x'SMs and SD1 = 2 3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.693 (SDs) 1.0 0.385 (SD1)'., . . • • Period Maximum Sa. (sec) (g) 0.2 0.706 (SDs) 1.0 0.389 (SD1) • Period Minimum Sa (sec) (g) 0.2 0.682 (SDs) 1.0 • 0.383 (SD1) • • COMPUTERIZED C sTRUCTURAL Fred Meyer Store # 375 RTU Curbs DESIGN, S.C. Project CCti,1110N0 [A:YFCn3 Job No. J120353MAM By MM 8989 N. Pail Washington Rd. Milwaukee. WI 53217.1833 Date 5/28/2012 Page j.(. of 414.351.5588 FAX 414.351.4817 Wind Loading V = 95 mph ASCE 7 -05 Figure 6 -1 Hurricane Prone Region: No Structure Type: Chimneys, Tanks, and Similar Structures - Square I kd = 0.90 ASCE 7 -05 Table 6-4 Occupancy Category: I II I ASCE 7 -05 Table 1 -1 Importance Factor, I = 1.00 ASCE 7 -05 Table 6 -1 Building Exposure: I C I ASCE 7 -05 Section 6.5.6.3 Height Above ground level, z = 25.0 ft k = 0.94 ASCE 7 -05 Table 6-3 k = 1.0 ASCE 7 -05 Section 6.5.7 G = 0.85 ASCE 7 -05 Section 6.5.8 Building Enclosure: Enclosed I GC = ± 0.18 ASCE 7 -05 Figure 6 -5 C, = ( 0.90 ASCE 7 -05 Figure 6-6 Height (RTU + Curb) / Width = 1.3 Cf (w) = 1.30 ASCE 7 -05 Figure 6 -21 Height (RTU + Curb) / Length = 0.8 C f (L) = 1.30 ASCE 7 -05 Figure 6 -21 q = 0.00256 •K, • K„ • K d . V 2 • I = 19.55 psf ASCE 7 -05 Eqn. 6 -15 Horizontal Load on RTU & Curb F 1 to Width = q h • G • C f( , ) • A f = 21.67 psf • Af ASCE 7 -05 Eqn. 6 -28 F 1 to Length = g n • G• C r( , ) • A f = 21.60 psf - Af ASCE 7 -05 Eqn. 6 -28 ASCE 7 -05 Section 6.5.15.1 Factor = 1.9 Wind Load: F 1 to Width = F 1 to Width ` Factor = 41.17 psf • Af Wind Load: F 1 to Length = F 1 to Length • Factor = 41.04 psf • Af Roof Uplift Load q = q, = q : 19.55 psf p= g q,•GC = 18.47 psf •Af ASCE 7- 05 Eqn. 6 -17 C OMPUTERIZED ��� STRUCTU Pro ect Store # 040 RTU Curbs DESIGN, S.C. 1 I� Job No. J110747MAM Fred Meyer By MM 8989 N Pod WasNn9ton Rd MiA•oukeo. WI 53217.1633 Date 12/6/2011 Page l r of 414.351-5580 FAX 414- 351.4617 - - CURB & RTU DIMENSIONS AND WEIGHT - UNIT ID / TAG: ARC -3 AAON RN -RQ Cabinet 1 C.G. RTU 1 't\ RTU . �, ofeR9ht . -- CURB / . -‘69P4`.44,.... ter` NI- \ FR H e. y of i oht - urb - Curb RTU , Weight of Curb = 225 Lb. Weight of RTU = 826 Lb. See Page Height of Curb = 24.0 in. Height of RTU = 45.0 in. Curb Gage = 14 Width = 44.0 in. Curb Thickness, t = 0.0713 in Length = 82.0 in. F = 33 ksi F„ = 45 ksi Center of Gravity of RTU: FL = 263 Lb. 4>b = 0.9 A = 41.0 in. FR = 263 Lb. B = 22.0 in. RL = 263 Lb. Z = 22.5 in. RR = 263 Lb. Weight of RTU + Curb = 1051 Lb. 5 COM P UTE RIZED STRUCTUR Fred Meyer Store # 040 RTU Curbs DESIGN, S.C. Project us'IWuo BOOMERS Job No J110747MAM By MM 8889 N. Pal WaoNnylon Rd. Milwaukee, WI 53217-1633 Date 12/6/2011 Page 6 of 414351.5589 FAX 414 - 351 -4817 UNIT ID / TAG: ARC -3 AAON RN -RQ Cabinet Curb Analysis Check curbs self- weight under seismic / wind loading: Check flexure between top and bottom of curb. Continuous support is to be provided. t = 0.0713 in h = 24.0 in F = 33 ksi (6 = 0.9 Seismic W = 2.911 plf / ft F = 1.058 plf / ft Wind F = 41.34 plf / ft x 1.6 (Load Factor) = 66.14 plf / ft <— Controls Use F = 66.14 plf / ft F h 2 Mu= 12 8 = 396.8 in - lb /ft 12 • Z = 4 = 0.015 in / ft (i)Mn (k -in) = 0 b • F j , • Z = 453.0 in - lb / ft OK = => Curbs are adequate for seismic / wind loading. Unit lateral loading will transfer directly thru the curb into the supporting structure. 'Curbs must be fully supported on or steel framing around their entire perimeter. - I • See Page and VI for curb profile and section properties. • CFS Version 6.0.2 Page 1 Section: Section 1.sct " Mahmoud Maamouri • Channel 24x1.5x1 -14 Gage Computerized Structural Design, S.C. • Rev. Date: 12/6/2011 10:29:53 AM . By: Mahmoud Maamouri • • • • • • • • • Section Inputs CFS.Version 6.0.2 Page 2 8 Section: Section 1.sct Mahmoud Maamouri . . Channel 24x1.5x1 -14 Gage Computerized Structural Design, S.C. . Rev. Date: 12/6/2011 10:29:53 AM • By: Mahmoud Maamouri Material: A653 SS Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi • • Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in ^6 , Torsion Constant Override, J 0 inA4 Stiffened Channel, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: , X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 3.000 180.000 0.13600 Single 0.000 0 1.500 2 24.000 90.000 •0.13600 Cee 0.000 ' 0.000 12.000 3 1.500 0.000 0.13600 Single 0.000 0.000 0.750 • 4 1.000 - 90.000 0.13600 None 0.000 '0.000 0.500 Full Section Properties - Area 2.0723 in ^2 Wt. 0.0070460 k /ft Width 29.065 in Ix 132.89 inA4 rx 8.008 in Ixy -1.71 inA4 Sx(t) 10.820 inA3 y(t) 12.282 in a 0.740 deg _ Sx(b) 11.340 inA3 y(b) 11.718 in Height 24.000 in ly 0.71 inA4 ry 0.585 in Xo - 0.•670 in Sy(1) 2.667 inA3 x(1) - 0.266 in Yo -5.101 in Sy(r) 0.259 inA3 x(r) 2.734 in jx 26 in . Width.. , 3.000 in jy :•5. :161 in I1 132.91 inA4 rl • 8.008 in - • ' • .12 0.69 inA4 r2 0.576 in.' • • • Ic 133.60 inA4 rc 8.029 in Cw 62.720 in ^6 Io 188.45 inA4 • ro 9.536 in J 0.0035117 inA4 Fully Braced Strength - 2007 North American Specification - US (LRFD) Material Type: A653 SS Grade 33, Fy =33 ksi Compression Positive Moment Positive Moment 4Pno 15.552 k 4Mnxo 198.14 k -in •Mnyo 2.63 k -in Ae 0.55445 in ^2 Ixe 99.565 inA4 Iye 0.251 inA4 Sxe(t) 6.672 inA3 Sye(1) 1.568 inA3 Tension S 10.970 inA3 Sye(r) 0.088 inA3 4Tn 61.549 k Negative Moment Negative Moment 4Mnxo 154.22 k -in 4Mnyo 7.04 k -in Shear Ixe 80.238 inA4 Iye 0.589 inA4 4Vny 2.079 k Sxe(t) 9.388 inA3 Sye(1) 1.139 inA3 4Vnx 5.201 k Sxe(b) 5.193 inA3 Sye(r) 0.237 inA3 • Stiffened Channel element 2 w/t exceeds 60. Edge stiffener D/w exceeds 0.8. S COMPUTERIZED STRUCPUTUERAL Fred Meyer Store # 040 RTU Curbs DESIGN, S.C. Project C0.00.4 Job No. J110747MAM By MM 8969 N. Pal Washington Rd. M twaulwe. WI 53217 -1633 Date 12/6/2011 Page g of 414351 -5589 FAX 414451 -4817 . UNIT ID / TAG: ARC -3 AAON RN -RQ Cabinet Weight of RTU = 1051 Lb. Height of RTU = 45 in. Height of Curb = 24 in. Width = 44 in. C.G. RTU 1 Length = 82 in. / I- , Center of Gravity of RTU: .� A = 41.0 in. RTU Of 9h t I B f Z = 22.0 in. R Ti Z = 22.5 in. �. "R � \. CURB — RTU Gravity Loading - FL = 263 Lb. c ,�' FR = 263 Lb. " . '''lb �. RL = 263 Lb.��\ 461 P RR = 263 Lb. �'O��s FR oa .lQi \�� FP IsmIc L d 0.363 psf • Wp of et .1 Wind Load F 1 to Width = 41.34 psf • Af F 1 to Length = 41.04 psf • Af Fastener Type - Concrete fc = ( 2000 'psi �� Tallow (lbs) Vallow (Ibs) GI HILTI Kwtk -Bolt E xpansion Anchor 13/8" 0 x 3 3/4" Long (2 112" Embedment) ( 1260 1314 - 0 HILT' Kwik -Con II+ 1/4" 0 x 2 1/4" Long (1 3/4" Embedment) 425 560 Fastener Type - Steel Gage = 14 S.F. = ( 3 I S.F. = ( 3 ( Tult (Ibs) Vult (Ibs) Tallow (Ibs) Vallow (lbs) E l ° ° ' guns Screws Size: 12 -24 951 1914 317 638 O nllet weld 2" Long 3519 2034 Fastener Type - Wood Wood Screw # = ( 12 ( Tallow (Ibs) Vallow (Ibs) o wood Screws 2.25" Embedment 391 216 • Shear Load at Supporting Structure 0.7 x Total No. of Fasteners Required In Each Direction Wind Seismic Along Length Along Width Along Length FL - RL (lb.) 436 134 HILTI Kwik -Bolt 3 2 2 Along Length FR - RR (lb.) 436 134 HILTI Kwik -Con II + Total Base Shear (lb.) = 871 267 INTERCORP 2 4 Fillet Weld Along Width FL - FR (lb.) 806 134 #12 Wood Screw 6 8 Along Width RL - RR (lb.) 806 134 Wind Controls Wind Controls Total Base Shear (lb.) = 1612 267 - - For attachment to Concrete. Seismic load Increased by 1.3. COMPUTERIZED S sraucruRn P ect Fred Meyer Store #040 RTU Curbs DESIGN, S.C. �. . • a.�E«a.�,. Job No. J110747MAM By MM 6969 N. Pat Washington Rd 126/2011 MI weukee, WI 53217=1633 Date Page \) of , . 414351.5586 FAX 414-3514617 UNIT ID / TAG: ARC -3 AAON RN -RQ Cabinet Tallow (Ibs) - - HILTI "Kwik= Bolr3` — 1260 — Roof Uplift Load - HILTI Kwik -Con II +' p = 18.47 psf • Af INTERCORP 317 • Uplift load at FL; FR, RL and RR = 115.7 Lb. Weld #12 Wood Screw 391 Force at Support W - 0.6 D Total No. of Fasteners Required @ Each Support - Reaction at Support HILTI Kwik -Bolt 3 HILTI Kwik -Con II+ INTERCORP Weld Nood Screw FL (lb.) = • -42 OK 0 0 0 FR (lb.) = -42 OK 0 0 0 RL (lb.) _ -42 OK 0, 0 0 RR = -42 O 0 _ 0 0 Wind Overturning at Supporting Structure • Force at Support W - 0.6.D (wind up and gravity down) - Force at Support W + D (wind down and gravity down) Fp = 1612 lb. N - # of Fasteners Req'd @ Support Steel — Gravity Load Wind J. to Length Reaction at Support Bolt 3' Con II + Screw Weld FL (lb.) = -263 Down 632 Up 474 Up UPLIFT 1 2 2 FR (lb.) = -263 Down -632 Down -895 Down OK 0 0 0 RL (lb.) = -263 Down 632 Up 474 Up UPLIFT 1 2 2 RR (lb.) _ -263 Down -632 Down -895 Down OK 0 0 0 For attachment to Concrete, Seismic load Increased by 1.3. Fp = 1612 lb: N # of Fasteners. Req'd @ Support Steel _ - Gravity Load Wind Ito Length Reaction at Support Bblti3 • Con tl + Screw Weld FL (lb.) = -263' Down . -632 Down . -895 Down, • OK -" 0` 0.. 0 • . FR (lb.) = • , -263• Down . 632 Up, - ' ' 474 Up UPLIFT 1 ' • 2 2 RL (lb) = -263 Down -632 Down -895 Down OK • 0 0 0 RR•(Ib.) = -263 Down . 632 Up 474 Up UPLIFT 1 2 _ 2 ' For attachment to Concrete. Selsmlc load Increased by 1.3. Fp = 871 lb. �r # o f Fa Req'd @ Support — • / Steel Gravity Load Wind 1 to Width Reaction at Support Bolt 3' Con II+ "Screw Weld . FL (lb.) = -263 Down 183 Up 26 Up UPLIFT 1 1 1 FR (lb.) = -263 Down 183 Up 26 Up UPLIFT 1 1 1 RL (lb.) = -263 Down -183 Down -446 Down OK 0 0 '0 RR (lb.) = -263 Down -183 Down -446 Down OK 0 0 0 " ' • For attachment to Concrete, Selsmlc load Increased by 1.3. Fp = 871 lb. / # of Fasteners Req'd @ Support Steel Gravity Load Wind J. to Width Reaction at Support Bolt 3 Con Il +' Screw Weld FL (lb.) = -263 Down -183 Down -446 Down OK 0 0 0 ' . FR (lb.) = -263 Down -183 Down -446 Down OK 0 0 . 0 RL (lb.) = -263 Down 183 Up 26 Up UPLIFT 1 1 1 RR (lb.) = -263 Down 183 Up 26 Up UPLIFT 1 1 _ 1 ' For attachment to Concrete, Seismic load Increased by 1.3. • COMPUTERIZED C STRUCTUR DESIGN, S.C. Prolect Fred Meyer Store # 040 RTU Curbs aa»aa,.aDa,r Job No. J110747MAM By MM 8989 N. Pod Washington Rd Milwaukee, WI 63217 -1633 Date 12/6/2011 Page 11 of 414 - 3515588 FAX 414.3514817 UNIT ID / TAG: ARC -3 AAON RN -RQ Cabinet Tallow (Ibs) . HILTI Kwlk -Bolt 3 1260 Seismic Overturning at Supporting Structure S = 0.727 g HILTI Kwik -Con II +' INTERCORP 317 Force at Support 0.7.E - (0.6 - 0.14-S D (seismic up and gravity down) Weld I Force at Support 0.7 -E + (1.0 + 0.14 -S D (seismic down and gravity down) #12 Wood Screw 391 Fp = 267 lb. # of Fasteners Req'd @ Support r Steel Gravity Load 0.TE 1 to Length Reaction at Support Bolt 3' Con II +' Screw Weld FL (lb.) = -263 Down 141 Up 10 Up UPLIFT 1 1 1 FR (lb.) = -263 Down -141 Down -431 Down OK 0 0 0 RL (lb.) = -263 Down 141 Up 10 Up UPLIFT 1 1 1 RR (lb.) = -263 Down -141 down -431 Down OK 0 0 0 • For attachment to Concrete, Seismic load Increased by 1.3. Fp = 267 lb. \ # of Fasteners Req'd @ Support Steel Gravity Load 0.7-E 1 to Length Reaction at Support Bolt 3 Con II +' Screw Weld FL (lb.) = -263 Down -141 Down -431 Down OK 0 0 0 FR (lb.) = -263 Down 141 Up 10 Up UPLIFT 1 1 1 RL (lb.) = -263 Down -141 Down -431 Down OK 0 0 0 RR (lb.) = -263 Down 141 Up 10 Up UPLIFT 1 1 1 - • For attachment to Concrete. Seismic load Increased by 1.3. Fp = 267 lb. / # of Fasteners Req'd @ Support — Steel Gravity Load 0.7•E 1 to Width Reaction at Support Bolt 3 Con II + Screw Weld FL (lb.) = -263 Down 76 Up -55 Down OK 0 0 0 FR (lb.) = -263 Down 76 Up -55 Down OK 0 0 0 RL (lb.) = . -263 Down -76 Down -365 Down OK 0 0 0 RR (lb.) = -263 Down -76 Down -365 Down OK 0 0 0 • For attachment to Concrete, Seismic load Increased by 1.3. Fp = 267 lb. / # of Fasteners Req'd @ Support Steel Gravity Load 0.7-E 1 to Width Reaction at Support Bolt 3 Con II+ Screw Weld FL (lb.) = -263 Down -76 Down -365 Down OK 0 0 0 FR (lb.) = -263 Down -76 Down -365 Down OK 0 0 0 RL (lb.) _ -263 Down 76 Up -55 Down OK 0 0 0 RR (lb.) = -263 Down 76 Up -55 Down OK 0 0 0 • For attachment to Concrete, Seismic load Increased by 1.3. COMPUTERIZED srlxucTURa Project Fred Meyer Store # 040 RTU Curbs DESIGN, S.C. ® Co„w.nr,eexarEUS Job No. J110747MAM By MM 8988 N. Port Washington Rd Milwaukee. Mn 12/t)�2011 63217 -1833 Date Page 11. of . 414. 3513588 FAX 414-3514617 UNIT ID / TAG: ARC -3 AAON RN -RQ Cabinet Connection to Supporting Structure- Summary Width = 44.0 in. Length = 82.0 in. • . • - - ' Shear Load at Supporting Structure , Total Base Shear Along Length (lb.) = 871 Wind Controls Total Base Shear Along Width (lb.) = 1612 Wind Controls Total No. of Fasteners Required / Max Spacing in Each Direction HILTI Kwik -Bolt 3 HILTI Kwik -Con II+ INTERCORP I Weld ( Wood Screws Total Along Length = 2 2 6 Max. Spacing (in.) = 70.0 - 70.0 23.3 Total Along Width = 2 - . 4 8 Max. Spacing (in.) = 32.0 . 16.0 ' 8.0 • For attachment to Concrete, Seismic load Increased by 1.3. Uplift at Supporting Structure (For Force Perpendicular to Length) Total No. of Fasteners Required @ Each Support Uplift (lb.) HILTI Kwik -Bolt 3 HILTI Kwik -Con II + INTERCORP Weld Wood Screws @ FL: 474 1 2 2 @ FR: 474 1 2 2 @ RL: 474 1 2 • 2 • @ RR: 474 1 • 2 • 2 • For attachment to Concrete, Seismic load Increased by 1.3. • Uplift at Supporting Structure(For Force Perpendicular to Width) • • Total No. of Fasteners Required @ Each Support Uplift (lb:) HILTI Kwik -Bolt 3 HILTI Kwik -Con II+ INTERCORP Weld Wood Screws @ FL: 26 1 1 - 1 @ FR: 26 1 1 1 @ RL: 26 1 1 1 @ RR: 26 1 1 1 • For attachment to Concrete, Seismic load Increased by 1.3. 13 • RQ CABINET ECONOMIZER VERTICAL •., 1 -- 6 TON . • CLEARANCES LOCATION • UNIT B1� • ' 1 -9TCIN OUTSIDE A1Qt 36 la (fRONn LITT BIDE 24 RIGHT SIDE TOP UNOBSTRUCi>ED t MIL SUPP A CCESS R or:r: mri ra l>•�..n % t�sTt►t0 M.uo ` " w , /� (a CORMMG S) l 6a 3ai \ Gy J TI snp act II [DETAIL CONMCC • RER i0R ORNM [.. [DETAIL A 4 TOP VI 1.,„0 „--SIX � B CE 'TAtI , , / '1 s •. it : d 1 1 a - �� r.. t _a - \pOtJOan. / ' D ... _ SEE / t •A• Dm • o 'er y DUAL B Ili _ 4 9 °i I - 1 e - I - I • iRDNT VICV RIGHT SIDE VIEV • • • No:- *t n� a• FILTER POWER — " 'rSVITCH _ _ AC CESS C *"� •1 a9 ' �r. Slap y Il \� . 111�� L LI1_TP AIR L C=1 � �j 311-1 I SUPPLY 714 REP/ 4 ea outs c sac aw R0 -00007 NEW 03/16/10 SJS ��t \ ��, 6 , 1D� NOTE: ALL DIMENSIONS ARC IN INCHES �w1 Me Creabdillaaead.1IIOO MO 4101114 PIA Uahea w 4.113 loans amOOe) Dab Mraadt IM MO 4S344 PM • cOMPUreRaEo . • C STRUCTURAL Fred Meyer Store # 040 RTU Curbs oesioN, e.c. Project COMUL,nooa�is Job No. J110747MAM By MM 6989 N. Port WesNngton Rd. 12/6/2011 M9waWroe, W1 83217 -1833 Date Page I4 of 414.1516088 FAX 414.331.e17 CURB & RTU DIMENSIONS AND WEIGHT UNIT ID / TAG: ARC -3 AAON RN -A Cabinet C.G. RTU RTU -- ,.' .'ilL -� ?�� Of R \ - T U Z y CURB — .. �'ti ' - R \ rte - ,' �� _ / r .. FL `' ' r F Q- ��� FR '>r Of ent .1 iirb Curb RTU Weight of Curb = 225 'Lb. Weight of RTU = 1112 Lb. See Page 20 Height of Curb = 24.0 in. Height of RTU = 44.0 in. Curb Gage = 14 Width = 44.0 in. Curb Thickness, t = 0.0713 in Length = 82.0 in. F = 33 ksi F„ = 45 ksi Center of Gravity of RTU: FL = 334 Lb. 4 = 0.9 • A = 41.0 in. FR = 334 Lb. B = 22.0 in. RL = 334 Lb. Z = 22.0 in. RR = 334 Lb. Weight of RTU + Curb = 1337 Lb. • S COMPUTERIZED C 91RUCruR Project Fred Meyer Store # 040 RTU Curbs DESIGN. S.C. w.auuvaenm eeas 1 Job No. J110747MAM By MM 8989 N Pot Washln9lon Rd. MllwaukeL 63 12 163217 -1633 Date Page I S of 414-351.5588 FAX 414.3314617 - UNIT ID 1 TAG: ARC -3 AAON RN -A Cabinet Curb Analysis Check curbs self- weight under seismic / wind loading: Check flexure between top and bottom of curb. Continuous support is to be provided. t = 0.0713 in h = 24.0 in F = 33 ksi db = 0.9 Seismic W = 2.911 plf / ft F = 1.058 plf / ft Wind F = 41.32 plf / ft x 1.6 (Load Factor) = 66.12 plf / ft < -- Controls Use F = 66.12 plf / ft F h2 Mu= 12 8 = 396.7 in - lb /ft . 12 • Z= 4 = 0.015 in /ft . (1)Mn (k -in) = 0 b • F y • Z = 453.0 in - lb / ft OK = => Curbs are adequate for seismic / wind loading. Unit lateral loading will transfer directly thru the curb into the supporting structure. 'Curbs must be fully supported on concrete or steel framing around their entire perimeter. See Page L and D for curb profile and section properties. C OMPUTERIZED '� S TRUCTU RAL Project Fred Store # 040 RTU Curbs DESIGN. S.G. I� e.c.nrsneuow¢rm Job N0. J110747MAM Meyer By MM 8989 N. Port Washington Rd. D ate 12/6/2011 Page (� Milwoukao, WI 53217 -1633 Pa a of 414.351 -5588 FAX 414.351 -4617 UNIT ID ! TAG: ARC -3 AAON RN -A Cabinet Weight of RTU = 1337 Lb. Height of RTU = 44 in. Height of Curb = 24 in. C.G. RTU — Width = 44 in. I Length = 82 in. Center of Gravity of RTU: - �� I H ,c A = 41.0 in. RTU ' . I \ o f R B = 22.0 in. - • Z= 22.0 in. 2 _RI CURB • RTU Gravity Loading I . FL = 334 Lb. ��` -- - r FR = 334 Lb. -F ��� RL = 334 Lb. / RR = 334 Lb. FR H -,y .,/ , Seismic Load O f e ll Fp = 0.363 psf • Wp ur b Wind Load F 1 to Width = 41.32 psf • Af F 1 to Length = 41.04 psf • Af Fastener Type - Concrete fc = I 2000 I psi Tallow (Ibs) Vallow (Ibs) - o HILTI Kwlk -Bolt 3 Expansion Anchor 1318" x 3 3/4" Long (2112" Embedment) ( 1260 1314 ❑ HILTI Kwlk-Con II+ 1/4" x 2 1/4" Long (1 3/4" Embedment) 425 560 Fastener Type - Steel Gage = 14 S.F. = I 3 I S.F. = 1 3 1 Tult (Ibs) Vult (Ibs) Tallow (Ibs) Vallow (Ibs) GI INTERCORP Self- Drilling Screws Size: 12 -24 951 1914 317 638 ❑ Fillet Weld 2" Long 3519 2034 Fastener Type - Wood Wood Screw # = I.' 12 I Tallow (Ibs) Vallow (Ibs) GI Wood Screws 2.25" Embedment 391 216 Shear Load at Supporting Structure 0.7 x Total No. of Fasteners Required in Each Direction Wind Seismic Along Length Along Width Along Length FL - RL (lb.) 429 170 HILTI Kwik -Bolt 3 2 2 Along Length FR - RR (lb.) 429 170 HILTI Kwik -Con II+ . Total Base Shear (lb.) = 859 340 INTERCORP 2 4 • Fillet Weld Along Width FL - FR (lb.) 795 170 #12 Wood Screw 4 8 Along Width RL - RR (lb.) 795 170 Wind Controls Wind Controls • Total Base Shear (lb.) = 1589 340 • For attachment to Concrete. Seismic load Increased by 1.3 S COMPUTUCTURER IZED STRUCTURAL P ro ect Fred Meyer Store # 040 RTU Curbs DESIGN, S.C. 1 Job No. J110747MAM By MM 9980 N Pod Washington Rd MiMaukee. WI 53217 -1633 D 12/6/2011 Page I - of 414.351 -5596 FAX 414.351.4617 . UNIT ID ! TAG: ARC -3 AAON RN -A Cabinet Tallow (Ibs) HILTI Kwik -Bolt 3 1260 Roof Uplift Load HILTI Kwik -Con II+ p = 18.47 psf • Af INTERCORP 317 Uplift load at FL, FR, RL and RR = 115.7 Lb. Weld I #12 Wood Screw 391 Force at Support W - 0.6 D Total No. of Fasteners Required @ Each Support Reaction at Support HILTI Kwik -Bolt 3 HILTI Kwik -Con II+ INTERCORP Weld Nood Screw FL (lb.) = -85 OK 0 0 0 FR (lb.) = -85 OK 0 0 0 RL (lb.) = -85 OK 0 0 0 RR (lb.) = -85 OK 0 0 0 Wind Overturning at Supporting Structure Force at Support W - 0.6 D (wind up and gravity down) Force at Support W + D (wind down and gravity down) Fp = 1589 lb. N # of Fasteners Req'd @ Support Steel Gravity Load Wind 1 to Length Reaction at Support Bolt 3' Con II +' Screw Weld FL (lb.) = -334 Down 614 Up 413 Up UPLIFT 1 2 2 - FR (lb.) = -334 Down -614 Down -948 Down OK 0 0 0 RL (lb.) = -334 Down 614 Up 413 Up UPLIFT 1 2 2 RR (lb.) _ -334 Down -614 Down -948 Down OK 0 0 0 - For attachment to Concrete, Seismic load Increased by 1.3. Fp = 1589 lb. \ # of Fasteners Req'd @ Support Steel Gravity Load Wind 1 to Length Reaction at Support Bolt 3' Con Ill? Screw Weld FL (lb.) = -334 Down -614 Down -948 Down OK 0 0 0 FR (lb.) = -334 Down 614 Up 413 Up UPLIFT 1 2 2 RL (lb.) = -334 Down -614 Down -948 Down OK 0 0 0 RR (lb.) = -334 Down 614 Up 413 Up UPLIFT 1 2 2 • For attachment to Concrete. Seismic load Increased by 1 3. Fp = 859 lb. / # of Fasteners Req'd @ Support Steel Gravity Load Wind 1 to Width Reaction at Support Bolt 3 Con II + Screw Weld FL (lb.) = -334 Down 178 Up -23 Down OK 0 0 0 FR (lb.) = -334 Down 178 Up -23 Down OK 0 0 0 RL (lb.) = -334 Down -178 Down -512 Down OK 0 0 0 RR (lb.) = -334 Down -178 Down -512 Down OK 0 0 0 ' For attachment to Concrete, Seismic load increased by 1.3. Fp = 859 lb. / # of Fasteners Req'd @ Support _ f Steel Gravity Load Wind 1 to Width Reaction at Support Bolt 3 Con Ili? Screw Weld FL (lb.) = -334 Down -178 Down -512 Down OK 0 0 0 FR (lb.) = -334 Down -178 Down -512 Down OK 0 0 0 RL (lb.) = -334 Down 178 Up -23 Down OK 0 0 0 RR (lb.) = -334 Down 178 Up -23 Down OK 0 0 0 • For attachment to Concrete. Seismic load Increased by 1.3. • . COMPURIZED. DEESIGNSIGN . S..C. C. °, S, Project Fred Meyer Store # 040 RTU Curbs •• com.a.mecwo cfns. Job No. J110747MAM By MM 8389 N. Pod Walt ngton Rd 1 2/6/2011 Milwaukee. WI 532+7 =+833 Date Page 1 of . 414-351-5558 'FAX 414 -351 -4617. UNIT ID / TAG: ARC -3 AAON RN -A Cabinet ' Tallow (Ibs) HILTI Kwik -Bolt 3' " 1260 Seismic Overturning at Supporting Structure S = 0.727 g HILTI Kwik -Con II+ INTERCORP 317 Force at Support 0.7•E - (0.6 - 0.14•S D (seismic up and gravity down) Weld 1 - Force at Support 0.7•E + (1.0 + 0.14•S D (seismic down and gravity down) #12 Wood Screw 391' Fp = 340 lb. N # of Fasteners Req'd @ Support Steel _ Gravity Load 0.7•E I to Length Reaction at Support Bolt 3 Con II + Screw Weld FL (lb.) = -334 Down 178 Up 11 Up UPLIFT 1 1 1 FR (lb.) = -334 Down -178 Down -546 Down OK 0 0 0 RL (lb.) = -334 Down 178 Up 11 Up UPLIFT 1 1 1 RR (lb.) = -334 Down -178 down ' -546 Down OK 0 ' _ 0 0 • For attachment to Concrete, Seismic load increased by 1.3. Fp = 340 lb. 1 # of Fasteners Req'd @ Support — Steel Gravity Load 0.7.E 1 to Length Reaction at Support •Bolt 3' Con II+ Screw Weld FL (lb.) = -334 Down -178 Down -546 Down OK • 0: 0 0 FR (lb.) = -334 Down 178 Up 11 Up UPLIFT 1 1 1 RL (lb.) = -334 Down -178 Down -546 Down OK 0 0 0 - RR (lb.) = -334 Down 178 Up 11 Up UPLIFT 1 _ "1 1 • For attachment to Concrete. Seismic load Increased by 1.3. . Fp = 340 lb. # of Fasteners Req'd @ Support Steel. Gravity Load 0.7.E 1 to Width Reaction at Support ' . Bolt 3' Con II+ Screw Weld FL (lb.) = . -334 Down 95 Up -71 Down . OK 0 0 0 . FR (lb.) -334 Down 95 Up -71 Down OK 0 . 0 0 RL (lb.) = -334 Down -95 Down -464 Down OK 0 , ... • 0 0 RR (lb.) = -334 Down -95 Down -464 Down OK - 0 • • - _ 0 _0 For attachment to Concrete, Seismic load increased by 1.3. Fp = 340 lb. / ' . # of Fasteners Req'd @.Support • • Steel — Gravity Load 0.7•E 1 to Width Reaction at Support Bolt 3 • Con II + Screw Weld FL (lb.) = -334 Down -95 Down -464 Down OK 0 0 0 FR (lb.) = -334 Down -95 Down -464 Down OK 0 0 0 RL (lb.) = -334 Down 95 Up -71 Down OK 0 0 0 RR (lb.) = -334 Down 95 Up -71 Down OK 0 0 _0 • For attachment to Concrete. Seismic load increased by 1.3. • COMPUTERIZED sTRUCruwu Project Fred Meyer Store # 040 RTU Curbs DESIGN S.C. ® CoMILLTNO DOCUNEM Job No. J11074 ey • MM 8989 N. Pod Wachinglon Rd, 12/6/2011 Page • I of , Milwaukee. WI 63217.1833 Date 9 414- 351.5568 FAX 414.351 .4617 . UNIT ID TAG: ARC -3 MON RN -A Cabinet Connection, to. Supporting Structure Summary • . I. . • Width = . 44.0 in. .. •• • Length = 82.0 in. . Shear Load at Supporting Structure . • Total Base Shear Along Length (lb.) = 859 Wind Controls ; Total Base ShearAlong Width (lb.) _ • 1589 Wind Controls . , ' . .Total No. of Fasteners Required ./ Max Spacing in Each Direction • HILTI•Kwik =Bolt3 HILTI Kwik -Con II+ ' INTERCORP I Weld . Wood Total Along Length = '2 • 2 • ,4 . Max. Spacing (in.) = 70.0. 70.0 35.0 • Total Along Width = 2 4 8 • Max. Spacing (in.) = 32.0 16.0 8.0 • • For attachment to Concrete, Seismic load Increased by 1.3. Uplift at Supporting Structure.(For Force Perpendicular to Length) • . Total No. of Fasteners Required _@ Each Support .' ' Uplift HILTI Kwik -Bolt 3 HILTI Kwik -Con ll+ .INTERCORP Weld Wood Screws @ FL: 413 . 1 . ` •2 '2 . @FR: 413 • 1 2' .2 • @ RL: 413 1 . ..' • .2- .2 . @RR: 413 1 _ • 2 • 2 . • For attachment to Concrete, Seismic load Increased by 1.3. • Uplift at Supporting Structure (For Force Perpendicular to Width) Total No. of Fasteners Required.@ Each Support . Uplift (lb.) HILTI kwik -Bolt 3. HILTI Kwik -Con II+ INTERCORP Weld Wood Screws @ FL: 0 0 0 _ 0 @FR: 0 • 0 0 0 • @RL: 0 0 0 0 @ RR: 0 0 ' 0 0 For attachment to Concrete, Seismic load Increased by 1.3. • • 20 • RN SEROES CAABONET ECONO OZEI — 6-I0 TON ,rP���I �— _ CLEARANCES ES , ' rORaffO to. LOCATION • 1Rar a • s -IOTON 1i' OUTBIDEAIR Kos vOLT CONT � loe 48 I ENTRr ,'° ^' VOLT 1 ENTRY LEFT SUDS 6 1I RAISE mummy rr0R Tiff RIGHT SIDE 48 \\. CAS ENTRY oPPENI I . MC TOP i ENTRY NOM TiE RNA UNIT IBNOTCOMPATIBLE DETALL A METAL IS WITH PREVIOUS G9 ERAT(ONS OF AAON et A AMBLE IN EC AT. CURB BS TOP VOEW ( > ) SEE ONL SEEO /UL -ET rem 1M1 � S a ' • ' \ awa r w aaro/ p a 1 NFL C SEE4 v s. $ �' " � : � : I , . E/ \i 178 14 J 1 -- 12i - 241 27 1 3 79 9$ 17a 3s 44 FRO VIEW RIGHT SIDE VOEW .. 4) LIFflNO LUG - PPLY 000. FILTER i � B LOWWE • e . . ; 4O 4r rm. I 6 6 - OUTSIDE ATR lip COP. 40:25 • i L Cat. DIME YRRE • 1 WI 41= ■il•. ..am I1I ■■ RUC OUTLET I SUPPLY (Oils NEAT ONLY) 0 1GAS Darn' r 9 9 a dk COUBULTIOR Mt PODS Ili '�B (GAS NEAT ONLY) 0 CAS R S - F., : •J . 4 7 43 C2 1• UPI STA00.ESS COMENSATC CONNECTION. - P - TRAP PURNISKED BY YANWACTIIREJI FOR ORIIGI COMNCCTION. RNA -00013 NEW 09/15/09 JI. NM: ALL OIUENSIONS ME IN INCHES Dale Oiafla NSPANTadt 10/362010 40140 POI UWp War 4.162 (OWN/ QTOD00) Oats Prinladt /01108010 4403t21 PM 5 C OMPUTERIZED Z S TRUCTU RAL Project Store # 375 RTU Curbs DESIGN, S.C. �.u:ini mia�•:.ia Job No. J120353MAM Fred Meyer By MM 6989 N. Port Washington Rd. Milwaukee. 5/28/2012 ukee. WI 53217 -1633 Date Page Z t of , 414-351-5588 FAX 414.351.4617 CURB & RTU DIMENSIONS AND WEIGHT UNIT ID I TAG: ARC -3 AAON RN -B Cabinet ' C.G. RTU - -- ----- ■ \ / ! �, % - - - : -FIL 'F , ' N y RTU / '' \ \ � . `, <-1 , F T Li CURB �� , ,`;� / Z ‘-'?'" ,` r ;�� FL %C /� P /�% \.. / 1- FR ' `---.1, v.1 " N - -/ Of �9 Curb RTU - Weight of Curb = 275 Lb. Weight of RTU = 1823 Lb. See Page .)--' Height of Curb = 24.0 in. Height of RTU = 50.0 in. Curb Gage = 14 Width = 59.0 in. Curb Thickness, t = 0.0713 in Length = 88.0 in. F Y = 33 ksi F„ = 45 ksi Center of Gravity of RTU: FL = 525 Lb. 4b = 0.9 A = 44.0 in. FR = 525 Lb. B = 29.5 in. RL = 525 Lb. Z = 25.0 in. RR = 525 Lb. Weight of RTU + Curb = 2098 Lb. � C OMPUTERIZE D • fie® TRUC7UTERA� Project Fred Meyer Store # 375 RTU Curbs DESIGN, S.C. j C.0 .uuwue k.rttn. Job No. J120353MAM By MM 8989 N. Porl Washington 110. 012 /2 M4weukoo, WI 53217.1633 Date 5/28 Page Z'• of 414351 -5580 FAX 414.514817 • UNIT lb / TAG: ARC -3 AAON RN -B Cabinet Curb Analysis Check curbs self - weight under seismic / wind loading: Check flexure between top and bottom of curb. Continuous support is to be provided. t = 0.0713 in h = 24.0 in • • Fy 33 ksi = 0.9 Seismic W = 2.911 plf / ft F 1.058 plf /ft • Wind F = 41.17 plf / ft x 1.6 (Load Factor) = 65.87 plf / ft < -- Controls Use F = 65.87 plf / ft • F P h Mu = 12 8 = 395.2 in - lb / ft • 12 • t 2 Z= 4 = 0.015 in /ft . . 4Mn (k -in) = • F y • Z = 453.0 in - lb / ft OK • = => Curbs are adequate for seismic/ wind loading. - Unit lateral loading will transfer directly thru the curb into the supporting structure. • • ICurbs4riusti.be ,fully, supported. on concrete; or;steef framing: mound ;their.'entire - • See Page and for curb profile and section properties. • • • C OMPUTERIZED S S TRUCTURAL DESIGN, S.C. Project Fred Meyer Store # 375 RTU Curbs Job No. JT20353MAM By MM 8969 N. Pod WooNnalon Rd. M,lwoukeo, WI 53217 -1633 Date 5/28/2012 Page 21 of 414.351.5399 FAX 414- 3514617 • UNIT ID ! TAG: ARC -3 AAON RN -B Cabinet Weight of RTU = 2098 Lb. Height of RTU = 50 in. Height of Curb = 24 in. /-. i \ Width = 59 in. C.G. RTU - / I �� Length = 88 in. / Center of Gravity of RTU: / - .- A = 44.0 in. - `l�Lj - -- \ `b . B = 29.5 in. RTU / 7, Of ii t , Z = 25.0 in. , -, /- R \ /., CURB - - -- -- - �- . �'/ - - RTU Gravity Loading - ` - '/ FL = 525 Lb. - i FR = 525 Lb. � '1.i FL " / - >.5-F- - RL = 525 Lb. A- ----., �\ / RR = 525 Lb. ' A 1 / / � \c- FR li 1 ej Se Load 0.363 psf • Wp Of C 8 4rb � Wind Load F 1 to Width = 41.17 psf • Af F 1 to Length = 41.04 psf • Af Fastener Type - Concrete ft = I 2000 'psi Tallow (Ibs) Vallow (lbs) 0 HILT! Kwik -Bolt 3 Expansion Anchor 13/8" 0 x 3 3/4" Long (2 1/2" Embedment) I 1260 1314 - ❑ HILT! Kwik -Con II+ 1/4" 0 x 2 1/4" Long (1 3/4" Embedment) 425 560 Fastener Type - Steel Gage = 14 S.F. = I 3 I S.F. = I 3 I Tult (Ibs) Vult (Ibs) Tallow (lbs) Vallow (Ibs) El INTERCORP Self -Drilling Screws Size: 12 -24 951 1914 317 638 ❑ Fillet Weld 2" Long 3519 2034 Fastener Type - Wood Wood Screw # = I 12 I Tallow (lbs) Vallow (Ibs) GI Wood Screws 2.25" Embedment 391 216 Shear Load at Supporting Structure 0.7 x Total No. of Fasteners Required in Each Direction Wind Seismic Along Length Along Width Along Length FL - RL (lb.) 624 267 HILTI Kwik - Bolt 3 2 2 Along Length FR - RR (lb.) 624 267 HILTI Kwik -Con II+ Total Base Shear (lb.) = 1248 534 INTERCORP 2 4 Fillet Weld - Along Width FL - FR (lb.) 928 267 #12 Wood Screw 6 10 Along Width RL - RR (lb.) 928 267 Wind Controls Wind Controls Total Base Shear (lb.) = 1856 534 - For attachment to Concrete, Seismic bad increased by 1.3. COMPUTERIZED STRUCTURAL Fred Meyer Store # 375 RTU Curbs DESIGN, S.C. Project ® CAIN.. Job No. J120353MAM B MM M l au Port W Washington -33 Date 5/28/2012 Page Z 4 of 414.351 -5588 FAX 414.3514617 •UNIT ID / TAG: ARC -3 AAON RN -B Cabinet __ Tallow_(Ibs) _ - _ HILTI Kwik -Bolt 3 1260 Roof Uplift Load HILTI Kwik -Con 11 + p = 18.47 psf • Af INTERCORP 317 ' Uplift load at FL, FR, RL and RR = 166.495 Lb. Weld 1 #12 Wood Screw 391 ' Force at Support W - 0.6 D Total No. of Fasteners Required @ Each Support Reaction at Support HILTI Kwik - Bolt 3 HILTI Kwik - Con II+ INTERCORP Weld Nood Screw FL (lb.) = -148 OK 0 0 0 FR (lb.) = -148 OK 0 0 0 RL (lb.) = -148 OK 0 0 0 . RR (lb.) = -148 OK 0 0 0 Wind Overturning at Supporting Structure Force at Support W - 0.6 D (wind up and gravity down) Force at Support W + D (wind down and gravity down) Fp = 1856 lb. \-4. # of Fasteners Req'd @ Support Steel — Gravity Load Wind 1 to Length Reaction at Support Bolt 3 Con II + Screw Weld FL (lb.) = -525 Down 582 Up 267 Up UPLIFT 1 1 1 FR (lb.) = -525 Down -582 Down -1106 Down OK 0 0 0 RL (lb.) = -525 Down 582 Up 267 Up UPLIFT 1 1 1 ' RR (Ib.) = -525 Down -582 Down -1106 Down OK 0 0 0 For attachment to Concrete, Seismic load increased by 1.3. Fp = 1856 lb. # of Fasteners Req'd @ Support Steel _ Gravity Load Wind 1 to Length Reaction at Support .: ' Bolt' 3 Con .114-.. Screw Weld FL (1b.) • -525 : Down -582 Down • -1106 Down . OK • 0: . 0. 0 FR (lb.) = -525 Down 582 Up 267 Up UPLIFT 1 1 1 RL (lb.) = -525 Down -582 Down -1106 Down OK 0 . 0 0 RR (lb.) = -525 Down 582 Up 267 Up UPLIFT 1 _ 1 _1 • For attachment to Concrete, Selsmlc load Increased by 1.3. Fp = 1248 lb. / # of Fasteners Req'd @ Support Steel — Gravity Load Wind 1 to Width Reaction at Support Bolt 3 Con II + Screw Weld — FL (lb.) = -525 Down 262 Up -52 Down OK 0 0 0 FR (lb.) = -525 Down 262 Up -52 Down OK 0 0 0 • RL (lb.) = -525 Down -262 Down -787 Down OK 0 0 0 RR (lb.) = -525 Down -262 Down -787 Down OK 0 0 _ 0 • For attachment to Concrete, Seismic load increased by 1.3. Fp = 1248 lb. / # of Fasteners Req'd @ Support Steel _ Gravity Load Wind J.. to Width Reaction at Support Bolt 3 Con ll+ Screw Weld FL (lb.) = -525 Down -262 Down -787 Down OK 0 0 0 FR (lb.) = -525 Down -262 Down -787 Down OK 0 0 0 RL (lb.) = -525 Down 262 Up -52 Down OK 0 0 0 RR (lb.) = -525 Down 262 Up -52 Down OK 0 0 0 • For attachment to Concrete, Seismic load Increased by 1.3. C OMPUTERIZED 1= S ' S E S IGN, RAI Protect Fred Meyer Store # 375 RTU Curbs S.C. ® DESIGN, „�r� Job No: J120353MAM By" •MM 6988 N Port Washington Rd. 5128 2012 Milwauiee. W153217 -1633 Date Page Is of 414 - 351.5588 FAX 414 - 351 -4617 • • UNIT ID / TAG: ARC -3 AAON RN -B. Cabinet •Tallbw'(lbs) - HILTI Kwik -Bolt 3' • '1260, Seismic Overturning at Supporting Structure S = 0.727 g HILTI Kwik -Con II + . . INTERCORP• 317 Force at Support 0.7•E - (0.6 - 0.14-S D (seismic up and gravity down) Weld' I . - - Force at Support 0.7-E + (1.0 + 0.14•S D (seismic down and gravity down) • #12 Wood Screw 391 Fp = 534 lb. # of Fasteners Req'd. @Support Steel' Gravity Load 0.7-E 1 to Length Reaction at Support Bolt 3' "Con 11+' Screw Weld FL (lb.) = • -525 Down 222 Up -40 Down OK ' 0 0 0 FR (lb.) = -525 Down • -222 Down -799 Down OK 0. 0 0 RL (lb.) = -525 Down 222 Up -40 Down OK 0 0 0 RR (lb.) = -525 Down -222 down -799 Down OK .0 . 0 0 • • For attachment to Concrete, Seismic load increased by 1.3. Fp = 534 lb. `� # of Fasteners Req'd @ Support \ •Steel Gravity Load 0.7•E 1 to Length Reaction at Support Bolt 3' Con II +' Screw' Weld • ' FL (lb.) = -525 Down . -222 Down -799 Down OK 0 '0 ` . 0 ' FR (lb.) = -525 Down 222 Up -40 Down OK 0 0 0 RL (lb.) = -525 Down -222 Down -799 Down OK 0 0 . 0 RR (lb.) = -525 Down 222 Up -40 Down OK 0 0. , 0 - ' For attachment to Concrete, Seismic bad increased by 1.3. Fp = 534 lb. . # of Fasteners Req'd @ Support - Steel Gravity Load 0.7•E 1 to Width Reaction at Support Bolt 3 Con Con Screw" Weld FL (lb.) = -525 Down 149 Up -113 Down OK 0 . '0 0 FR (Ib.) = -525 Down 149 Up -113 Down OK 0 . 0 0 RL (lb.) = -525 Down -149 Down -726 Down OK 0 0 0 RR (lb.) = -525 Down -149 Down -726 Down OK 0 0 0 • For attachment to Concrete, Seismic load Increased by 1.3. Fp = 534 lb. / # of F asteners Re @Support / Steel Gravity Load 0.7•E 1, to Width Reaction at Support .Balt.3 Con 11+ Screw' Weld FL (lb.) = -525 Down -149 Down -726 Down OK 0 .. 0 0 FR (lb.) = -525 Down -149 Down -726 Down OK 0' . 0 0 , RL (lb.) _ -525 Down 149 Up -113 Down OK 0 0 0 ' RR (lb.) = -525 Down_, 149 Up -113 Down OK 0 _ 0 .. _ _ 0 , t • For attachment to Concrete, Seismic load increased by 1.3. • • COMPUTERIZED C STRUCTURAL DESIGN, S.C. Project Fred Meyer Store # 375 RTU Curbs CONSYL79.1 Job No. J120353MAM By MM 8989 N. Pod Washington Rd MbIwaukoo WI 53217.1833 Date 5/28/2012 Page 2 6 of 414.351.5566 FAX 414- 351.4617 UNIT ID ! TAG: ARC -3 AAON RN -B Cabinet I Connection to Supporting Structure Summary Width = 59.0 in. Length = 88.0 in. Shear Load at Supporting Structure Total Base Shear Along Length (lb.) = 1248 Wind Controls Total Base Shear Along Width (lb.) = 1856 Wind Controls Total No. of Fasteners Required / Max Spacing in Each Direction HILTI Kwik -Bolt 3 HILTI Kwik -Con II +' INTERCORP Weld Wood Screws Total Along Length = 2 2 6 Max. Spacing (in.) = 76.0 76.0 25.3 Total Along Width = 2 4 10 Max. Spacing (in.) = 47.0 23.5 9.4 • For attachment to Concrete. Seismic load Increased by 1.3. Uplift at Supporting Structure (For Force Perpendicular to Length) Total No. of Fasteners Required @ Each Support Uplift (lb.) HILTI Kwik -Bolt 3 HILTI Kwik -Con II+ INTERCORP Weld Wood Screws @ FL: 267 1 1 1 @ FR: 267 1 1 1 @ RL: 267 1 1 1 @ RR: 267 1 1 1 • For attachment to Concrete. Seismic load Increased by 1.3. Uplift at Supporting Structure (For Force Perpendicular to Width) Total No. of Fasteners Required @ Each Support Uplift (lb.) HILTI Kwik -Bolt 3 HILTI Kwik -Con II + INTERCORP Weld Wood Screws @ FL: 0 0 0 0 @ FR: 0 0 0 0 @ RL: 0 0 0 0 @ RR: 0 0 0 0 • For attachment to Conaoto. Seismic load Increased by 1.3. I I‘0 SERIES El o CABINET WITH ECONOMIZER - 9-15 TO!NI CLEARM CES - — 1 • • — LOCATION 0.1 yeti •... ` ' roaxm uv 1 OuTBtDEN I 48 1 MI wu COMMA EWE feA[�c1 1 t 1 / % FROM I Lew K i t LEFT OWE 6 { 1 ortm 1 RltiNf 8113E % ` C s otmr i 1 RAU maw f roa rat TO? UNOB8TR1ICI® \ O / \ tuC DETAIL A ..____ p_�— DETAIL B mumaER OF OONDENSIER FAN 9 311 'ION - 1 FAN , 19 918 TON - 2 FANS TOP MEW r e i 1 .... ... I 4 eh, \ szc otta 1 lb ej„.6.■ . KC OM. 7 44114 S116 , FORM IP 1 I � 1 //� r ty� . 1 1 11 r ' i I ♦ ♦ a / 1 1 i \� om Na I ra:C+r tat 54 a • a 36 1 1� AZ I .:1 \o• Na oa ta.lD D setx , n / ° = = = =a \a j iI ! it DETAIL C I _ �' : i 1 1 1 / 1 L— Iii - 7 14j 24 34 14 FRONT VIEW MONT BIDE VIEW 95i - - 8 2311.-- —37 SB.i- ------ Sawa tD° ram WWI liA.Avi ammo .ao - Warn , I 1 s .omi 'flail rS F; oDmD� ` I Paw% DITO1 r 1 11 } CDr ARCM I �1 MLR r I i7i 41 0 ..—_=.,L ;',', r. .anaor .01 muir m x= 1 CITIT[TT{ ill •4 � '; !, 2.; la 9 ,--t L — 7 1 J MAD NMI (cwf i A ...,00, AA Ili — �••■-41 5164MgM 1. •atat 7 4 54_ —_..1 el 1• IVI ma= eamaaut . �CO Y IRO aAaa® SAT sere -00002 R[VA 10/13/09 135 V UM ODD IIDIL All DYOItCas MC IN DcDRs Daft CAst. sd11NA 1OIi0120t0 diO1314 PM OMNI WV &407 (0220 41700/0) We MOM 1W»2010 4102:13 PM C COMPUTERIZED (� i; 1 STRUCTURAL i /.�Q& t � .r' ;: fl,' r„L,: -; i>i�')': DESIGN, S.C. Project y� E CONSULTING ENGINEERS Job No. " 6 ' "IA - 8989 N. Port Washington Rd. 1 y I By --�- - - Milwaukee, WI 53217.-1633 1% — • I` 2 e 414-351-5588 FAX 1114- 351 -4617 Date Page of i 1 An& t i - •- •- - -0 -11 �, ' 1 I Apo v.1 Nn 11,1 �, 'L9 I 1% Iv +U� i t �YA 1,Y ,\ CPA !\('( Ar \,4y _____A JL P lArk.S ._.. r _ _Al_____ .. —__ f I , t I i 1 a` - i , 1 i 1. 1 t 1 1 • 1 1 i I i t i I 1 ` * Vf" i ( -ftM» C-- pA. 'r1 . I, S \10.Y I , i 1 -.7. 631 L\°'F 3 e e rW 1 3 i I 1 ..._..r.. • .. 1 _.._. -.._ _ ��.. _ _t 1 i 32a I �pn0 310 , 3i 1i9t 4 I of ; b�(ac 1 I ciV3 lin«lA. 1 U i i 1 t I • • VI AAON RN A &B QTY 6 EACH AAON RQ QTY 6 EACH • - 10 GA GALV -,g UP 90 . U P O 23 -� ON 90 : j I, I ON 90 . I 3{1 2 2,1 . 04 \„.„._ . 1,, „ H ' A - .4* 0 G 0 1 . • 2 '2 18 • . • t I t . . 3 11 6, 11 16 2 0 0 0 0 f . I . - • . . ..__Ei . :�,4�: • • p 3 QTY:. 4:0 8 • -°1 - 1 4-a WA412RN ifA4-D c DRAWN kit. PIED I DAVE 4/28 /09 [PAGE 1 OF 1 COMPUTERIZED sraucTURA� Pro ect Fred Meyer Store # 040 RTU Curbs DESIGN, S.C. J OOfBULIMOM NEENe Job No. J110747MAM B MM 8989 N. Port Washington Rd. -_ - - -- -- . - _ —_- - MTwaukee, WI 53217-1633 Date 12-6-2011 Page - 10 of 414-351-5588 FAX414- 351-4617 AAON UNITS: Exposure "C" UPLIFT Bracket Capacity: 183 Lbs Wind Uplift: 18.47 psf Aaon Plan Surface Area Weight Gross Net # Brackets Unit Width (in) Length (in) (Lbs) Uplift (Lbs) Uplift (Lbs) Required ARC -3 RN 44.00 82.00 •. 826 463 -281 4 RQ Cabinet Area (sf): 25.1 ARC -3 RN 44.00 82.00 1112 463 -538 4 A Cabinet Area (sf): 25.1 ARC -3 RN 59.00 88.00 1823 666 -975 4 B Cabinet Area (sf): 36.1 # Brackets Required = Net Uplift / 183 Lbs bracket capacity, min. 4 brackets. u.,liarJ•tnJ WIND DIRECTLY ON UNIT Screw Capacity: 410 • Lbs Wind Pressure: 41.34 psf Aaon Plan Surface Area Wind Shear # Brackets Check # Brackets Unit Length (in) Height (in) Force (Lbs) Required Overturning Ea. Le. side ARC -3 RN 82.00 ( 45.00 1059 4 293.91 2 RQ Cabinet (lbs) Area (sf): 25.6 ARC -3 RN 82.00 ( 44.00 1036 4 184.30 2 A Cabinet (lbs) Area (sf): 25.1 ARC -3 RN 88.00 ( 50.00 1263 4 -11.66 -1 B Cabinet (lbs) Area (sf): 30.6 I 0 Brackets Required = Wind Shear / (4 • 410 Lbs screw capacity), min. 4 brackets. • • COMPUTERIZED STRUCTURAL Project Fred Meyer Store # 040 RTU.Curbs ® DESIGN, S.C. � � mrsuuwe ENGINEERS V Job No. J 110747MAM By _ MM • 8989 N Port Washington Rd. Milwaukee, WI 53217.1633 Date 12/6/2011 Page .. .1 I of 414. 3515586 FAX 414.351.481? • - • • • • • • • • • • • • • • • Wind Shear Check Overturning ,# Brackets • Force (Lbs) long side - Ea. Short. side • • • • 568 -91.83 V -1 V • (Ibs) • 556 - 184.48 -2 (Ibs) 847 - 306.30 -2 _ (Ibs) ' • • • Mechanical Anchoring Systems i - s `:{ - <•- •4y.2 : • _ 1 } . + • 3.3.4 KWIK Bolt TZ Expansion Anchor Table 7 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Shear (ASD), Steel (lb) • Diameter on Allowable Steel Capacity, Shear Carbon Steel Stainless Steel 3/8 1,925 2,530 1/2 2.945 3,665 5/8 4,335 5,290 3/4 7,325 8.415 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition 8). 2 Strength design load combinations from ACI 318 Section 9.2. ASD toad combinations from ASCE 7 -05, Section 2. 3 For strength design, the required strength =1.6D + 1.2L For ASD, the factored load = 1.0D + 1.0L Conversion factor a is calculated by dividing the in 318 required strength by the ASCE 7 factored load. 4 ASD =m•V /a =0.75•V./1.4 Table 8 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal- Weight Cracked Concrete (lbp•.'s Concrete Compressive Strength? Diameter h (in) f = 2500 psi f = 3000 Psi f. = 4000 Psi f - 6000 psi Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 774 882 937 966 1,082 1,115 1225 1,366 1R 2 906 1,198 992 1,312 1,146 1,515 1,297 1.856 3 -1/4 1,852 1,876 2.028 2,055 2,342 2,373 2,651 2,907 3 -1/8 1,769 1,769 1.938 1.938 2,238 2,238 2,533 2,741 4 2,562 2,200 2,806 2,410 3,240 2,783 3,668 3,408 3/4 3 -3/4 2,325 3,055 2,547 3,347 2,941 3.865 3,330 4,733 4-3/4 3,315 3,315 3,632 3.632 4,193 4,193 4,747 5,136 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7 -05, Section 2. 3 For strength design, the required strength =12D + 1.0E For ASD, the factored load =1.0D + 0.7E. Conversion factor a Is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 4 Assuming a 50% dead and 50% earthquake contributions, a = (1.2 0.5 + 1.0.0.5) / (1.0.0.5 + 0.7.0.5) = 1.294 5 ASD =m•4) •N /a= 0.65.0.75•N/1.294 Table 9 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (Ib) Diameter (in.) Allowable Steel Capacity, Shear Carbon Steel Stainless Steel 3/8 1,565 1,915 1/2 2,390 2,590 5/8 3,515 4,005 3/4 5,945 • 6,375 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7 -05, Section 2. 3 For strength design, the required strength = 1.2D + 1.0E. For ASD, • the factored load = 1.0D + 0.7E Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 4 Assuming a 50% dead and 50% earthquake contributions, a = (1.2.0.5+ 1.0.0.5)/(1.0.0.5 +0.7.0.5)= 1.294 5 Seismic ASD = m om , • 4 • ,, / a = 0.75.0.75 • Veq / 1.294 z: - - 221111r . __ .r - c - :: r412176. s r 274 Hllll, Inc. (US)1- 800. 879 -8000 I www.u..Nhl.com I an esparfol 1.800 .870.5000 I HRII (Canada) Corp. 1. 800-363.4458 1 www.Mtl.ce 1 Anchor FastanYq Technical Guide 2011 Rkc• - festResatisforIMMICORP _. Pullout Values for INTERCORP Self - Drilling Screws One Piece Metal SIZE POINT GAUGE (lbs.) 22 20 18 16 14 12 1/8 3/16 1/4 6 -20 2 149 277 462 571 855 1043 8 -18 2 260 292 479 685 933 1533 10 -16 2 267 360 534 763 1005 1606 10 -16 3 261 293 487 690 941 1432 2017 12 -14 3 283 333 537 737 1034 1585 2349 2911 12 -24 4 484 679 959 1489 2371 3384 3732 12 -24 5 475 672 951 1486 2269 3593 3882 14 -14 3 287 339 595 856 1114 1805 2337 4416 4885 The complete line of INTERCORP Self - Drilling Screws meets or exceeds the applicable ASTM Standard C954 A510, (American Society of Testin& Materials) for steel screws. Tested in accordance with F.I.P- 1000.7 Shear Strength Values for INTERCORP Self-Drilling Screws Metal to Metal • SIZE POINT GAUGE (lbs.) 22-20 20-20 18-18 16-16 14-14 12-12 1/8-1/8 3/16-3/16 1/4 -1/4 6 -20 2 8 -18 2 546 721 1031 1049 • 10 -16 2 574 808 1173 1233 10 -16 3 709 1231 1497 1508 12 -14 3 749 1320 1574 1914 1929 12 -24 4 1989 1972 12 -24 5 2622 2641 2682 14 -14 3 905 1401 2040 2509 2573 2738 The complete line of INTERCORP Self - Drilling Screws meets or exceeds the applicable ASTM Standard C954 A510, (American Society of Testing Materials) for steel screws. Tested in accordance with F.I.P- 1000.7 Copyright 2002 INTERCORP Division of U.S. Nitto Corporation. All rights reserved. http: / /www.intercorpusa.com/test.htm COMPUTERIZED STRUCTURAL Fred Meyer Store # 040 RTU Curbs DESIGN, S.C. Project 5 CO Fred Job No. J110747MAM By MM 6969 N Port Waalunplon Rd. 9 F� r _ M:Iwaukae, WI 53217.1633 Date 12/6/2011 Page tr of 414-351-55843 FAX 414- 351.4617 WOOD SCREW CAPACITY BASED ON NDS 2005 • Input Wood Screw # = 12 Diameter, in. = 0.216 F = 80 ksi Load Duration Type: Wind / Earthquake Penetration, in. = I 2.25 Wood Species: I Spruce - Pine -Fir Specific Gravity, G = 0.42 Moisture Content: At Time of Fabrication <= 19% In- Service <= 19% Condition Dry Temperature I T < =100'F Metal Gage = I 12 F = 33 ksi Lateral Load Withdrawal Load ADJUSTMENT FACTORS ASD Load Duration, Co = 1.60 1.60 Table 2.3.2 Both Wet Service, C = 1.0 1.0 Table 10.3.3 Both Temperature, C 1.0 1.0 Table 10.3.4 Both Group Action, C = 1.0 - Section 10.3.6 Both Geomentry, C = 1.0 - Section 11.5.1 • Both Penetration Depth, Ca = - - Both End Grain, C = 1.0 1.0 Not Loaded in end Grain . Both Metal Side PL, C = - - Both Diaphragm, Cdi = 1.0 - Not Used As Diaphragm Both Toe -Nail, C = 1.0 1.0 No Toe Nailing LRFD Format Conv., K = 3.32 3.32 Table N1 LRFD Resistance, m = 0.65 0.65 Table N2 LRFD Time Effect, X = I 1.00 I 1.00 !Table N3 Z, lb. = 135 Table 11M W, lb / in of Penetration = 2850 - G • D = 109 Eq. 11.2 -2 Lateral Capacity Penetration Reduction Factor = 1.00 Table 11M Note #3 Minimum, p in. = 2.16 10d Z',s0, lb. = 216 Z'LRFD• lb. = 292 Withdrawal Capacity (times penetration) Minimum, p in. = 1.30 6d WASD, lb. = 391 ZQ W LRFD, lb. = 528 Combinded Lateral and Withdrawal Capacity a a= I 0.0 4' ASD, lb. = 216 Z (W'•p) • Z' Jill 4 LRFD lb. = 292 ° (W'•p) • cos' a + Z'• sin a Eq. 11.4 • • RE JUN 20 2012 • . • • CITY OF TIGA iD • BUILDING DIVISION •• GREASE EXHAUST DUCTS 3M FIRE PROTECTION SYSTEMS MATRIX OF OPL TESTED AND APPROVED FIRE STOP SYSTEMS EMPLOYED: 1 OR 2 HOUR GREASE EXHAUST DUCTS: Rectangular Ducts FRD120 -18 2 layers of 3M Fire Barrier 615 + Round Ducts FRD 120 -19 2 Layers of 3M Fire Barrier 615 + • • THROUGH PENETRATIONS for DUCTS WRAPPED WITH 615+ Crease Exhaust Duct through 2 Hour Concrete Floors FS -560F or FS 578F Continuous wrap through penetration Position the Duct so there is 1" to 4 'Y2" annular space • { Fill annular space with packing material and caulk with 7/16 FB 1000 or FB 2000+ Grease Exhaust Duct through 2 Hour Concrete Floors FS -561F Stopping wrap below slab and starting again above slab Position the Duct so there is 1" to 2" annular space Fill annular space with packing material and caulk with 3/8" FB 1000 or FB 2000+ Grease Exhaust Duct through 2 Hour Concrete Walls FS -562W Continuous wrap through penetration Position the Duct so there is 1 1/4" to 2 %2" annular space . . Fill annular spacc with packing material and caulk with 7/16 - FB 1000 or FB 2000+ , Grease Exhaust Duct through 2 Hour Concrete Floors FS -563W Stopping wrap both sides of wall Position the Duct so there is 1" to 2" annular space Fill annular space with packing material and caulk with 3/8" FB 1000 or FB 2000+ Grease Exhaust Duct Though 1 Hour Gypsum Walls FS 557W Position the Duct so there is 5/8" to 3'/2" annular space Fill annular space with packing material and caulk with 5/8" FB 1000 or FB 2000+ Grease Exhaust Duct Though 2 Hour Gypsum Walls FS 559W Position the Duct so there is 1" to 3'14" annular space • Fill annular space with packing material and caulk with 5/8" FB 1000 or FB 2000+ ms s { s r , €1 �• ' ;r 4. use - '1 ' yl• :'' • , 4( •:4444-,14. k � .. 3M Fire Protection Products dlL Date: January 1, 2010 Subject: GENERAL CERTIFICATE OF CONFORMANCE 3M FIRE PROTECTION PRODUCTS Product Category: Wrap Products 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 615+ 3M Fire Barrier Duct Wrap 20A 3M Fire Barrier Plenum Wrap 5A 3M Fire Barrier Duct Wrap 615 3M Fire Barrier Grease Duct Access Doors 3M Fire Barrier Duct Wrap Collars These Products are tested to one or more of the following standards: • UL 1978 Grease Duct 1 or 2 hour Shaft Enclosure (Sections 12 and 13) • ICBO ES AC101 Grease Ducts, Flexible Enclosure Systems • ASTM E 119 ( ANSUUL 263) Fire Tests of Building Construction and Materials Time - Temperature Curve • ASTM E 814 (ANSUUL 1479) Fire Tests of Through- Penetration Fire Stops • ASTM E 84 ( ANSI UL 723) Surface Burning Characteristics of Building Materials • ASTM E 136 Test Method for Behavior of Materials in a Vertical Tube Furnace @ 750°C • ASTM C 411 Hot Surface Performance of High Temperature Thermal Insulation • ASTM C 518 Product Aging Tests • • UL 910 Test Method for Fire and Smoke Characteristics of Cables • UL 1887 Fire Test of Plastic Sprinkler Pipe for Visible Flame and Smoke Characteristics • NFPA 262 Standard Method of Test for Flame Travel and Smoke of Wires and Cables for Use in Air - Handling Spaces • ASTM E 2336 Standard Test Methods for Fire Resistive Grease Duct Enclosure Systems • ISO 6944 -1985 Fire resistance tests -- Ventilation ducts No asbestos, PCB's, or lead are used or contained in these products. Issued by: Quality Manager or Designee Technical Service Manager, or Designee 31fi Page 1 of 1 Design Number 3MU/FRD 120 -18 August 29, 2009 • FIRE RESISTANT GREASE DUCT 3M Company Q 3M Fire BarrierTm Duct Wrap 615+ a • ASTM E 2336 -04 and ICC -ES Acceptance Criteria for Grease Duct Enclosure Systems (AC 101) Noncombustibility Test (ASTM E 136) — Pass CD Fire Resistance Test (ASTM E 119) — 2 hr — Durability Test (ASTM C 518 modified) — Pass X Cll Internal Fire Test -4 hr @ 500 °F and 30 minutes @ 2000 °F —Pass Fire - Engulfment Test (ASTM E 119 Exposure) — 2 hr B / N /Y /...f I: - ± I iT: A -A q • , 4A Section B -B: Compression Butt Joint 0 9" 10 1/21/2" y 3 t------f I I ..w.w.w.. www, w.w..v� vw.w..a. s eam w...lr. iu. .vw/w/wsw. w.w.w.w.•.u•w/w/w/w /AI iw.w.w.i11 ir.. /..........Vw /... yir 4B Section B -B: Butt Joint with Collar 4C Section B -B: Single End Overlap (Telescope) • 10 1/2", Y VNNA INw/w/ I I4,. 4D Section B -B: Dual End Overlap (Checkerboard) 0 a) N Figure 1 0 N 1. GREASE DUCT: Use a continuously - welded, liquid -tight, L- shaped, rectangular duct system with horizontal and vertical shafts constructed of 16 GA sheet steel with a maximum 2304 inch' area and a maximum 48 -inch dimension. When required, equip the duct with a pre- ' fabricated access door (Item 6) or field - fabricated access door (Item 7). A. Construct the grease duct using sections affixed to each other with welded joints. B. Reinforce the grease duct to Es4C or NFPA 96 requirements designed to carry the weight of the grease duct assembly covered with two layers of insulation (Item 4) under a fire load equivalent to the ASTM E 2336 exposure and the ASTM E 119 time- temperature curve. C. Rigidly support the grease duct (Item 1) as specified in Item 5 or in accordance with IMC or NFPA 96 requirements when those A requirements are greater. D. Protect the annular space around the grease duct (Item 1) passing through a fire -rated wall assembly with an Intertek- certified, compatible, 3M, penetration firestop system, having the same fire rating as the wall assembly as described in an Intertek Design Listing. , Protect the annular space around the grease duct (Item 1) passing through a fire -rated floor /ceiling assembly as specified m Item 8. 2. FASTENERS: Weld minimum 12 GA, 6-1/2 -inch long, copper-coated, steel insulation pins or 12 GA, insulated cup head steel pins to the grease duct (Item 1). Match the following fastener method with corresponding insulation (Item 4) method. A. Compression Butt Joint: Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. Q i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item 1). Locate pins maximum 6-3/4 inches from the edges of the grease duct (Item 1). Refer to section view A -A. Clg um This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ®Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -18.1 of 1 1- 800 - 328 -1687 DESIGN NO. 3MU/FRD 120 -18 continued ii. Space the rows of pins as follows: use pattern nominal 9 inches apart, then maximum 2 inches apart, then nominal 9 inches apart T along the length of the grease duct (Item 1). Refer to Item 4A section view B -B. (D X iii. After insulation (Item 4A) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self locking washer clips onto all CT insulation pins. CD iv. After clips are installed, cut off or bend flush with insulation (Item 4A) the pins that are too long. B. Butt Joint with Collar: Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item 1). Locate pins maximum 6-3/4 inches from the edges of the grease duct (Item 1). Refer to section view A -A. H ii. Space the rows of pins as follows: use pattern nominal 9 inches apart, then maximum 3 inches apart, then nominal 9 inches apart along the length of the grease duct (Item 1). Refer to Item 4B section view B -B. iii. After insulation (Item 4B) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self - locking washer clips onto all insulation pins. iv. After clips are installed, cut off or bend flush with insulation (Item 4B) the pins that are too long. C. Single End Overlap (Telescope): Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item I). Locate pins maximum 6-3/4 inches from the edges of the grease duct (Item 1). Refer to section view A -A. ii. Space the rows of pins maximum 10-1 /2 inches apart along the length grease duct (Item 1). Where pieces of insulation (Item 4C) are rt butted together, space pins a maximum 1 -1/2 inches from the edge of the insulation. Refer to Item 4C section view B -B. iii. After insulation (Item 4C) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self - locking washer clips onto all insulation pins. iv. After clips are installed, cut off or bend flush with insulation (Item 4C) the pins that are too long. D. Dual End Overlap (Checkerboard): Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item 1). Locate pins maximum 6-3/4 inches from the edges of the grease duct (Item 1). Refer to section view A -A. ii. Space the rows of pins maximum 10-1/2 inches apart along the length grease duct (Item 1). Where pieces of insulation (Item 4D) are butted together, space pins a maximum 1 -1/2 inches from the edge of the insulation. Refer to Item 4D section view B -B. After insulation (Item 4D) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self - locking washer clips onto all insulation pins. iv. After clips are installed, cut off or bend flush with insulation (Item 4D) pins that are too long. 3. BANDING: Not applicable to Item 2A. Option to fasteners Items 2B, 2C and 2D. After the outer layer of insulation (Item 4) is installed, apply minimum 1/2 -inch wide, 0.015 -inch thick, stainless steel bands, and secured with minimum 1 -inch long, stainless steel, crimp clamps. When needed to ease installation, use filament tape as a temporary hold for the insulation (Item 4) pnor to banding. Place banding a maximum 1-1/2 inches from all insulation (Item 4) edges and a maximum of 10-1/2 inches on center (O.C.). Tension the banding to hold the insulation (Item 4) in place without cutting or damaging the insulation (Item 4) or grease duct (Item 1). 4. CERTIFIED MANUFACTURER: 3M Company CERTIFIED PRODUCT: 3M Fire BarrierTm Duct Wrap MODEL: 615+ C) INSULATION: Apply the non - combustible (ASTM El 36) and durable (ASTM C518) insulation in two layers of nominal 1 -1/2- inches thick, (D 6-pcf density blanket, made of calcium -oxide, silica -oxide, and magnesium -oxide (CSM) fibers, encapsulated with polypropylene -foil scrim fl over the entire surface of the grease duct (Item 1). Apply the inner first layer (Figure 1, Item 4.1) in accord with one of the four methods (A, CD B, C, or D) that follow. Offset the second outer layer (Figure 1, Item 4.2) one half the width of the inner first layer (Figure 1, Item 4.1) so that N the joints of the inner first layer (Figure 1, Item 4.1) are covered by and approximately in the center of the second outer layer (Figure 1, Item e 4.2). Apply the second outer layer (Figure 1, Item 4.2) in accord with the same method selected for the first inner layer (Figure 1, Item 4.1). Use blanket, available in various widths, that is fully encapsulated or single faced with a polypropylene -foil scrim. Expose a foil -faced side of insulation to view. Wrap one layer of insulation around the grease duct (Item 1) circumference so that each terminating end of insulation overlaps onto the starting end of insulation a minimum of 3 inches at all transverse joints. Stagger the transverse overlap location so that no two consecutive adjacent overlaps align. Refer to section view A -A for transverse overlap section view. Cover all visually- exposed ends and edges of insulation with nominal 4 -inch wide, pressure - sensitive, aluminum foil tape. A. Compression Butt Joint: Refer to Item 4A section view B -B. Wrap the grease duct (Item 1) with two layers of insulation installed with compression butt joints at all circumferential joints. Apply the first layer, center pieces of insulation (Item 4A) over 2 -inch -wide pin bay, so that each piece nominal 24 -inch -wide blanket occupies two (2) full 9 -inch -wide bays and three (3) full 2 -inch -wide bays. Compress each edge of each piece of insulation together and butt to preceding edge of insulation in 2- inch -wide bays. After installation, each piece of installed insulation width is 2 inches less than insulation nominal width. (Example: each piece of nominal 24- inch -wide insulation when installed is 22 inches wide.) Verify all insulation butt joints are compressed minimum 50% at compression butt joints. Offset the second layer of insulation so that the compression butt joint of the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. B. Butt Joint with Collar: Refer to Item 4B section view B -B. Wrap the grease duct (Item 1) with two layers of insulation installed with butt joints at all circumferential joints. Apply the first layer, center pieces of insulation (Item 4A) over 3 inch wide pin bay, so that each piece nominal 24 -inch -wide blanket occupies two (2) full 9 -inch -wide bays and one (1) full 3- inch -wide bay and half of two (2) 3 -inch -wide bays at each circumferential edge. Butt each end of each piece of insulation together with preceding edge of insulation. v This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ©Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -18.2 of 6 1 -800- 328 -1687 DESIGN NO.3MU/FRD 120 -18 continued Each piece of installed insulation width is its nominal width. (Example: each piece of nominal 24- inch -wide insulation when installed is 24 inches wide.) Offset the second layer of insulation so that the butt joint of the first layer of insulation is centered under the second !Z layer of insulation and install in same manner as first layer of insulation. Place and center 6 -inch -wide collar of insulation over the butt p joint. Overlap 6- inch -wide collar onto each adjacent insulation 3 inches. Verify all insulation butt joints with collars are three layers of insulation in overall thickness. C. Single End Overlap (Telescope): Refer to Item 4C section view B -B. Wrap the grease duct (Item 1) with two layers of insulation installed with 3 -inch minimum overlaps at all longitudinal joints. Overlap each adjacent insulation edge with the edge of the next piece of insulation. Verify all insulation overlaps are three layers of insulation in overall thickness. X i. Starting at one end of the grease duct (Item 1 , apply the first piece of insulation around the L. g � � ) aPP Y P grease duct (Item 1) to overlap fasteners LL. (Item 2C). Refer section view A -A. ii. Position and overlap the leading edge of the second piece of insulation nominally 3 inches over the flush edge of the first piece of insulation. Place the opposite edge of the second piece of insulation flush against the surface of the grease duct (Item 1). An "S- shaped" cross section of the insulation is created. Refer to Item 4C section view B -B. iii. Apply all additional pieces of insulation as "S- shaped" cross section of the insulation in compliance with Item 4Cii. iv. Position the second layer of insulation so that the joint of the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. D. Dual End Overlap (Checkerboard): Refer to Item 4D section view B -B. Verify all insulation overlaps are a minimum 3 inches in overall Q thickness. Do not align two consecutive insulation end overlaps. Overlap each full width insulation edge with the edge of the "gull wing" v (v) shaped piece of insulation. Install insulation with zero clearance at the overlaps, or in the field between overlaps. Verify all insulation L overlaps are four layers of insulation in overall thickness. i. Wrap the first piece of insulation around the grease duct (Item 1) so that the insulation is flush against the surface of the grease duct (Item 1). Position the starting end of the insulation to overlap pins (Item 2A) a minimum of 1 -1/2 inches while the edges of the ;•' V insulation overlap the rows of pins (Item 2B) a minimum of 1-1/2 inches. 3 ii. Position the second piece of insulation nominally 18 inches from the edge of the first piece of insulation. Install the second piece in the same manner as the first. iii. Cover the grease duct (Item 1) that is exposed between the edges of the first two pieces of insulation with another piece of insulation. Position the starting end of the insulation to overlap pins (Item 2A) a minimum of 1 -1/2 inches while the edges of the insulation overlap the adjacent edges of the two pieces installed insulation a minimum of 1 -1/2 inches. iv. Position the second layer of insulation so that the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. 5. SUPPORTS: Support the grease duct (Item 1) with insulation (Item 4) using a un- insulated "trapeze" system composed of a minimum 2 x 2 x 1/4 -inch steel angle as the trapeze cross - member and two (2), minimum 1/2 -inch diameter, all- thread, steel rods connected using nuts and washers. Connect the all- thread steel rods to the bottom of the floor assembly using an attachment method designed to carry the weight of the grease duct (Item 1) with insulation (Item 4) under a fire load equivalent to ASTM E 119 time- temperature curve. Place one (1) all- thread steel rod at each end of trapeze cross - member. Center grease duct (Item 1) with insulation (Item 4) on trapeze cross - member. Space all- thread steel rods a maximum 6 inches from surface of the insulated grease duct Extend trapeze cross - member at least 2 inches past each all- thread, steel rod. Space trapeze supports a maximum 60 inches on center. 6. CERTIFIED MANUFACTURER: 3M Company CERTIFIED PRODUCT: 3M Fire BamerTm Grease Duct Access Door MODELS: • 000-51115-16584-9 (20x20 Door), •- v • 000-51115-16583-2 (12x8 Door), and • 000 - 51115- 16582 -5 (10x6 Door) ACCESS DOOR ASSEMBLY: When required, apply an access door and insulated cover plate as described: a A. OPTIONAL PRE - FABRICATED ACCESS DOOR: Mark a clean-out access opening location on thc grease duct (Item 1) with insulation (Item 4) at its mid - height along the horizontal section. Cut an opening (maximum 22 x 22 inches) in the insulation (Item 4) the same e� size as the outside dimension of the desired pre - fabricated access door model. Remove and discard the cut insulation (Item 4). Cut an opening (maximum 20 x 20 inches) into the side of the grease duct (Item 1) according to the manufacturer's instructions for the size of the pre - fabricated access door to be installed Install and tightly secure the pre - fabricated access door in accordance with the manufacturer's instructions to the grease duct (Item I ). Fit pre - fabricated access door with four (4), 3/8 -inch diameter, corner-thumb bolts through the • exterior face. B. CERTIFIED MANUFACTURER: 3M Company CERTIFIED PRODUCT: 3M Fire Barrierml Duct Wrap MODEL: 615+ gig This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, eintertek 3M Fire Protection Products Product Support Line www.3m.com /firestop 3MU /FRD 120 -18.3 of 6 1- 800 -328 -1687 DESIGN NO.3MU/FRD 120 -18 continued T 0 CD X 4 I � O i Milli i!!,1; M ■ �` ® , ' l ill \ ,11 1)4 ill I II - i ll 1 • I I 0 455 5g gig' /Al 110 O v et m imp Figure 2 — 3M Pre - fabricated Access Door A CCESS INSULATION: Remove the four (4), 3/8 -inch diameter, corner -thumb bolts and replace them with four (4), 3/8 -inch a diameter, all- thread, steel rods extending from pre - fabricated access door (Item 6A). Apply three (3) layers of access insulation over 73 the pre - fabricated access door (Item 6A) as follows. Cut the first piece of rectangular access insulation a minimum 1/4 inch larger than the clean-out access opening. Position, square, and impale the first piece of the access insulation over the four (4), 3/8 -inch diameter, all- thread, steel rods extending from pre - fabricated access door (Item 6A). Press the first piece of access insulation flush over the pre- fabricated access door (Item 6A). Compress and abut the cut edges of the first piece of the access insulation against the cut edges of opening in the insulation (Item 4). Cut a second piece of access insulation the same size as the first piece of access insulation. Press the second piece of access insulation flush over the first piece of access insulation. Compress and abut the cut edges of the first piece of the access insulation against the cut edges of opening in the insulation (Item 4). Cut a third piece of rectangular access insulation a minimum of 2 inches larger than the second piece of access insulation on all sides. Seal cut edges of the third piece of access insulation with nominal 4 -inch -wide aluminum foil tape. Position, square, and impale the third piece of the access insulation over the four (4), 3/8 -inch diameter, all- thread, steel rods extending from pre- fabricated access door (Item 6A). Press the third piece of access insulation flush over • second piece of access insulation. C. COVER PLATE: Cut a cover plate to the same dimensions as the third piece of access insulation (Item 6B) using a minimum 16 GA steel sheet Drill holes in the cover plate that match the location of the four (4), 3/8 -inch diameter, all- thread, steel rods and locate the holes so - that the cover plate is squared to the third piece of access insulation (Item 6B). After all three (3) layers of access insulation (Item 6B) are impaled over the four (4), 3/8 -inch diameter, all- thread, steel rods install the cover plate. Pass the four (4), 3/8 -inch diameter, all - thread, steel rods through the cover plate. Place washers and wing nuts onto each of the four (4), 3/8 -inch diameter, all - thread, steel rods. Secure the cover plate by tightening wing nuts. cn cn CD O I 0 1.. gli � �� O Tai ; 1 0 �I i. / p i , / O 7Aii 7Aii MI Figure 3 — Option A 7. O PTIONAL FIELD - FABRICATED ACCESS D OORS: Mark a clean-out access opening location on the grease duct (Item 1) with insulation (Item 4) at its mid- height along the horizontal section. Use either Option A or B. v A. (OPTION A) Cut a 12x 12 -inch opening in the insulation (Item 4). Remove and discard the cut insulation (Item 4). Cut and center a This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ©Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -18. of 6 1 -800- 328 -1687 DESIGN NO.3MU/FRD 120 -18 continued 10x10 -inch opening into the side of the grease duct (Item 1) by maintaining a 1 -inch clearance between the perimeter of the opening and the cut insulation (Item 4). Remove and discard the cut steel. Weld four (4), minimum 4 -inch long, 1/4 -inch diameter, all- thread, steel rods en to the ease duct (Item 1 . Locate one steel rod at each corner of the a gr (I 1 ) (1) grease duct (Item 1) opening so that they are I 1 inches on center a , and squared within the insulation (Item 4) opening. i. ACCESS DOOR: Cut a 12x 12 -inch, 16 GA, steel plate to be used as an access door. Drill clearance holes in the access door to match 5. the all- thread, steel rod pattern. Place the access door over the all- thread, steel rods. Seal the opening in the grease duct (Item 1) by overlapping the access door over the opening cut in the insulation (Item 4) by 1 inch on all sides. Weld four (4), minimum 6-1/2 -inch _n long, 12 GA, copper - coated, steel insulation pins to the access door corners so that the insulation pins are 9 inches on center. x ii. CERTIFIED MANUFACTURER: 3M Company CD u— CERTIFIED PRODUCT: 3M Fire Barrier Duct Wrap MODEL: 615+ ACCESS INSULATION: Apply three (3) layers of access insulation over the access door. Cut the first piece of access insulation into a 12x12 -inch square and install it over the insulation pins and cover the access door (Item 7Ai). Cut the second piece of access insulation into a 14x 14 -inch square. Square it and install it over the insulation pins. Cover the first piece of access insulation so that a 1 -inch overlap exists. Cut the third piece of access insulation into a I6x 16 -inch square. Seal cut edges of the third piece of access insulation with nominal 4- inch -wide aluminum foil tape. Square it and install it over the insulation pins. Cover the second piece of access insulation so that a 1 -inch overlap exists. Secure access insulation to the insulation pins with 1-1/2-inch square or round, galvanized or stainless steel, speed clips. Turn down or cut off insulation pins that extend beyond the second piece of access Q insulation. Place maximum 4 -inch long, steel tubing over each all- thread, steel rods. Apply washers and wing nuts over the all - thread, a steel rods. Secure the access door by tightening the wing nuts. L. B. (OPTION B) Cut a maximum 16x16 -inch opening into the insulation (Item 4) and the grease duct (Item 1). Remove and discard the cut insulation (Item 4) and steel. Weld together four (4) pieces of 1 -1/2 x 1 -1/4 x 1/8 -inch steel angle, with the flange outward, to form a f. 1 -1/2 -inch tall, flanged frame. Position, center, and continuously weld the flanged frame around the opening in the grease duct (Item 1). V - Position one (1), minimum 4 -inch long, 1/4-inch diameter, all- thread, steel rod in the center of each of the four (4) corners of the flange and weld them in place. Ci i. ACCESS DOOR: Cut an 18 -1/2 x 18 -1/2 -inch, 16 GA, steel plate to be used as an access door. Drill clearance holes in the access door to match the all - thread, steel rod pattern on the flange. Place the access door over the all- thread, steel rods. ii. COVER PLATE: Cut a 20-1/2 x 20 -1/2 -inch external cover plate out of 16 GA steel sheet and drill clearance holes matching the locations of the all- thread, steel rods on the flange. Weld minimum four (4), 12 GA, copper - coated, steel insulation pins onto the internal surface of the cover plate, spaced minimum 14 inches on center. Limit insulat�i n pin length to one -half total access insulation thickness. Install access insulation (Item7Biii). Position the cover plate with access insulation (Item7Biii) over the all- thread, steel rods flush to access door (Item7Bi). Apply washers and wing nuts over the all- thread, steel rods. Secure the access door (Item7Bi) by tightening the wing nuts. 0 0 \ \\ I .fGW.� ` O 76111 1 1 ; i \ \ \ll /�� 7Bii i 0 } O I 1 1 ■ 76iii 0 N JI 7Bii 0 magi N t , 76ni 0 7Bii Figure 4— Option B iii. CERTIFIED MANUFACTURER: 3M Company • CERTIFIED PRODUCT: 3M Fire Barriefrm Duct Wrap MODEL: 615+ ACCESS INSULATION: Apply two layers of access insulation over the interior of the cover plate. Cut the first piece of access insulation into a 20-1/2 x 20-1/2-inch square and install it over the insulation pins on the internal surface of the cover plate. Cut the second piece of access insulation into a 24 x 24 -inch square. Seal cut edges of the second piece of access insulation with nominal • 4- inch -wide aluminum foil tape. Square it to and install it over the insulation pins. Cover the first piece of access insulation so that a 1 -3/4 -inch overlap exists. Secure access insulation to insulation pins with 1 -1/2 -inch square or round, galvanized or stainless steel Q speed clips. Turn down or cut off insulation pins that extend beyond the second piece of access insulation. gig MI This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ° Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -18.5 of 6 1 -800 -328 -1687 DESIGN NO.3MU /FRD 120 -18 continued T 8. PENETRATION FIRESTOP: Install two-hour, fire- resistant, ASTM E 814, firestop system. Before installing the packing material (Item 8B) and fill material (Item 8C) of the penetration firestop, wrap the grease duct (Item 1), which is the penetrating item, with insulation (Item 4). CD X 0- A CD m O • 0 ,,, 11 %110 011 .. 1 .. 2 . 13 1 11114% O j j j :. 111E1c) m e CD CD g 0 r Section A -A c A rt Figure 5 — Penetration Firestop A. FLOOR ASSEMBLY: Two-hour rated, solid concrete floor assembly made from reinforced lightweight or normal weight (100 -150 pcf or ` 1600 -2400 kg/m concrete. Constructed of one of the following: 0 i. Solid Concrete — Minimum concrete thickness measured from exposed face to exposed face using one of the following requirements: • lightweight concrete — 3.6 inches; • sand- lightweight concrete — 3.8 inches; • carbonate aggregate concrete -4.6 inches; and • siliceous aggregate concrete — 5.0 inches. ii. Opening — Create an opening in the floor assembly. Position the grease duct (Item 1) concentrically or eccentrically in the opening so that the annular space ranges from minimum 0.5 inch to maximum 4-1/2 inches. Establish an opening designed to house the grease duct (Item 1) covered with insulation (Item 4) and the desired annular space but not exceeding a cross - sectional area of maximum 3136 inch and a maximum dimension of 59.5 inches. B. CERTIFIED MANUFACTURER 3M Company CERTIFIED PRODUCT: 3M Fire Barrieirm Duct Wrap MODEL: 615+ - PACKING MATERIAL: Fill the annular space with insulation (Items 4 or 8B) without the encapsulation (foil scrim) or Intertek- certified, minimum 4-pcf density, mineral wool safing. Cut the packing material into strips that are 1.96 -times wider than the annular space to achieve a two-hour, F & T- Rating. Compress and insert packing material into the annual space. Fill the entire annular space. Recess the . surface of packing material nominally 1/4 inches from top surface of the floor assembly (Item 8A). C. CERTIFIED MANUFACTURER: 3M Company 0 CERTIFIED PRODUCT: 3M Fire BarrierTm Sealant cD MODEL: fl • Water Tight 1000 NS Silicone, or CD • Water Tight 1003 SL Silicone, or c c • 2000+ Silicone n FILL, VOID OR CAVITY MATERIAL: Install minimum 1/4 -inch depth of fill material into the recess over the packing material (Item 8B) on top side of the floor assembly (Item 8A). Smooth (screed) the fill material flush with the surface of the floor assembly (Item 8A). Overlap the fill material onto face of the insulation (Item 4) and the floor assembly (Item 8A) a minimum of 1/2 inches. D. When encountered with other types of constructions of fire -rated floor /ceiling assemblies, protect the annular space around the grease duct (Item 1) passing through with an Intertek- certified, compatible, 3M, penetration firestop system having the same fire rating as the ` floor /ceiling assembly as described in an Intertek Design Listing. 1 0 This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, °Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -18.6 of 6 1- 800-328 -1687 Design Number 3MU/FRD 120 -19 August 29, 2009 FIRE RESISTANT GREASE DUCT o 3M Company !?. 3M Fire BarrierTM Duct Wrap 615+ a ASTM E 2336-04 and ICC -ES Acceptance Criteria for Grease Duct Enclosure Systems (AC 101) Noncombustibility Test (ASTM E 136) — Pass Fire Resistance Test (ASTM E 119) — 2 hr — Durability Test (ASTM C 518 modified) — Pass x Internal Fire Test — 4 hr @ 500 °F and 30 minutes @ 2000 °F — Pass u Fire- Engulfment Test (ASTM E 119 Exposure) — 2 hr B A A B �. Q (i .,.. 49 t Oi P dm S ok y Ai ID 31.1 Ci 1 )$) A At SECTION A -A O 4A Section B -B: Compression Butt Joint 4C Section B-B: Single End Overlap (Telescope) . S D f--t- 3" �° ° 2 ' 4B Section B -B: Butt Joint with Collar 4D Section B -B: Dual End Overlap (Checkerboard) . Figure 1 1. GREASE DUCT: Use a continuously - welded, liquid -tight, L- shaped, circular duct system with horizontal and vertical shafts constructed of m 16 GA sheet steel with a maximum 1809 inch' area and a maximum 48 -inch dimension. When required, equip the duct with a pre- fabricated 0 access door (Item 6) or field- fabricated access door (Item 7). N A. Construct the grease duct using sections affixed to each other with welded joints. io B. Reinforce the grease duct to IMC or NFPA 96 requirements designed to carry the weight of the grease duct assembly covered with two N layers of insulation (Item 4) under a fire load equivalent to the ASTM E 2336 exposure and the ASTM E 119 time- temperature curve. 0 ' C. Rigidly support the grease duct (Item 1) as specified in Item 5 or in accordance with IMC or NFPA 96 requirements when those requirements are greater. D. Protect the annular space around the grease duct (Item 1) passing through a fire -rated wall assembly with an Intertek- certified, • compatible, 3M, penetration firestop system, having the same fire rating as the wall assembly as described in an Intertek Design Listing. Protect the annular space around the grease duct (Item 1) passing through a fire- rated, concrete floor /ceiling assembly as specified in Item 8. 2. FASTENERS: Weld minimum 12 GA, 6-1/2 -inch long, copper -coated, steel insulation pins or 12 GA, insulated cup head steel pins to the grease duct (Item 1). Match the following fastener method with corresponding insulation (Item 4) method. A. Compression Butt Joint: Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item 1). Locate pins maximum 6-3/4 inches from the edges of the grease duct (Item 1). Refer to section view A -A. ii. Space the rows of pins as follows: use pattern nominal 9 inches apart, then maximum 2 inches apart, then nominal 9 inches apart Q along the length of the grease duct (Item 1). Refer to Item 4A section view B -B. iii. After insulation (Item 4A) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self locking washer clips onto all insulation pins. gig MN This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, c Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -19.1 of 6 1- 800-328 -1687 DESIGN NO.3MU/FRD 120 -19 continued T iv. After clips are installed, cut off or bend flush with insulation (Item 4A) the pins that are too long. CD B. Butt Joint with Collar. Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. X i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item 1). Locate pins maximum 6-3/4 inches from the CT edges of the grease duct (Item 1). Refer to section view A -A. ii. Space the rows of pins as follows: use pattern nominal 9 inches apart, then maximum 3 inches apart, then nominal 9 inches apart along the length of the grease duct (Item 1). Refer to Item 4B section view B -B. iii. After insulation (Item 4B) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self - locking washer clips onto all insulation pins. iv. After clips are installed, cut off or bend flush with insulation (Item 4B) the pins that are too long. C. Single End Overlap (Telescope): Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item I). Locate pins maximum 6-3/4 inches from the edges of the grease duct (Item 1). Refer to section view A -A. ii. Space the rows of pins maximum 10-1/2 inches apart along the length grease duct (Item 1). Where pieces of insulation (Item 4C) are butted together, space pins a maximum 1 -1/2 inches from the edge of the insulation. Refer to Item 4C section view B -B. iii. After insulation (Item 4C) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self - locking washer clips onto all CO insulation pins. iv. After clips are installed, cut off or bend flush with insulation (Item 4C) the pins that are too long. D. Dual End Overlap (Checkerboard): Locate pins at all blanket overlaps, on all sides of the grease duct (Item 1), and meet the following requirements. i. Space pins maximum 12 inches apart in rows across the width of grease duct (Item 1). Locate pins maximum 6-3/4 inches from the 0 edges of the grease duct (Item 1). Refer to section view A -A. ii. Space the rows of pins maximum 10-1/2 inches apart along the length grease duct (Item 1). Where pieces of insulation (Item 4D) are butted together, space pins a maximum 1-1/2 inches from the edge of the insulation. Refer to Item 4D section view B -B. in. After insulation (Item 4D) is installed, place minimum 2 -1/2 x 2 -1/2 -inch square, galvanized steel, self - locking washer clips onto all insulation pins. iv. After clips are installed, cut off or bend flush with insulation (Item 4D) pins that are too long. 3. BANDING: Not applicable to Item 2A. Option to fasteners Items 2B, 2C and 2D. After the outer layer of insulation (Item 4) is installed, apply minimum 1/2 -inch wide, 0.015 -inch thick, stainless steel bands, and secured with minimum 1 -inch long, stainless steel, crimp clamps. When needed to ease installation, use filament tape as a temporary bold for the insulation (Item 4) prior to banding. Place banding a maximum 1 -1/2 inches from all insulation (Item 4) edges and a maximum of 10-1/2 inches on center (O.C.). Tension the banding to hold the insulation (Item 4) in place without cutting or damaging the insulation (Item 4) or grease duct (Item 1). 4. CERTIFIED MANUFACTURER 3M Company CERTIFIED PRODUCT: 3M Fire Barriefm Duct Wrap MODEL: 615+ INSULATION: Apply the non -combustible (ASTM E 1 36) and durable (ASTM C518) insulation in two layers of nominal 1-1/2-inches thick, 6 -pcf density blanket, made of calcium- oxide, silica -oxide, and magnesium -oxide (CSM) fibers, encapsulated with polypropylene -foil scrim over the entire surface of the grease duct (Item 1). Apply the inner first layer (Figure 1, Item 4.1) in accord with one of the four methods (A, B, C, or D) that follow. Offset the second outer layer (Figure 1, Item 4.2) one half the width of the inner fast layer (Figure 1, Item 4.1) so that 0 the joints of the inner first layer (Figure 1, Item 4.1) are covered by and approximately in the center of the second outer layer (Figure 1, Item p 4.2). Apply the second outer layer (Figure 1, Item 4.2) in accord with the same method selected for the first inner layer (Figure 1, Item 4.1). 0 Use blanket, available in various widths, that is fully encapsulated or single faced with a polypropylene -foil scrim. Expose a foil-faced side N of insulation to view. Wrap one layer of insulation around the grease duct (Item 1) circumference so that each terminating end of insulation overlaps onto the starting end of insulation a minimum of 3 inches at all transverse joints. Stagger the transverse overlap location so that no two consecutive adjacent overlaps align. Refer to section view A -A for transverse overlap section view. Cover all visually- exposed ends and edges of insulation with nominal 4 -inch wide, pressure - sensitive, aluminum foil tape. A. Compression Butt Joint: Refer to Item 4A section view B -B. Wrap the grease duct (Item 1) with two layers of insulation installed with • compression butt joints at all circumferential joints. Apply the first layer, center pieces of insulation (Item 4A) over 2- inch -wide pin bay, so that each piece nominal 24 -inch -wide blanket occupies two (2) full 9 -inch -wide bays and three (3) full 2- inch -wide bays. Compress each edge of each piece of insulation together and butt to preceding edge of insulation in 2- inch -wide bays. After installation, each piece • of installed insulation width is 2 inches less than insulation nominal width. (Example: each piece of nominal 24- inch -wide insulation when installed is 22 inches wide.) Verify all insulation butt joints are compressed minimum 50% at compression butt joints. Offset the second layer of insulation so that the compression butt joint of the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. B. Butt Joint with Collar Refer to Item 4B section view B -B. Wrap the grease duct (Item 1) with two layers of insulation installed with butt joints at all circumferential joints. Apply the first layer, center pieces of insulation (Item 4A) over 3 inch wide pin bay, so that - each piece nominal 24 -inch -wide blanket occupies two (2) full 9 -inch -wide bays and one (1) full 3 -inch -wide bay and half of two (2) 3- inch -wide bays at each circumferential edge. Butt each end of each piece of insulation together with preceding edge of insulation. Each piece of installed insulation width is its nominal width. (Example: each piece of nominal 24 -inch -wide insulation when installed is 24 inches wide.) Offset the second layer of insulation so that the butt joint of the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. Place and center 6 -inch -wide collar of insulation over the butt joint. Overlap 6- inch -wide collar onto each adjacent insulation 3 inches. Venfy all insulation butt joints with collars are three layers of v insulation in overall thickness. This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ®Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -19.2 of 6 1- 800- 328 -1687 DESIGN NO.3MU/FRD 120 -19 continued C. Single End Overlap (Telescope): Refer to Item 4C section view B -B. Wrap the grease duct (Item 1) with two layers of insulation installed with 3 -inch minimum overlaps at all longitudinal joints. Overlap each adjacent insulation edge with the edge of the next piece of insulation. Verify all insulation overlaps are three layers of insulation in overall thickness. Q- • i. Starting at one end of the grease duct (Item 1), apply the first piece of insulation around the grease duct (Item 1) to overlap fasteners (Item 2C). Refer section view A -A. ii. Position and overlap the leading edge of the second piece of insulation nominally 3 inches over the flush edge of the first piece 2 of insulation. Place the opposite edge of the second piece of insulation flush against the surface of the grease duct (Item 1). An "S- shaped" cross section of the insulation is created. Refer to Item 4C section view B-B. X iii. Apply all additional pieces of insulation as "S- shaped" cross section of the insulation in compliance with Item 4Cii. Li- ly. Position the second layer of insulation so that the joint of the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. D. Dual End Overlap (Checkerboard): Refer to Item 4D section view B -B. Verify all insulation overlaps area minimum 3 inches in overall thickness. Do not align two consecutive insulation end overlaps. Overlap each full width insulation edge with the edge of the "gull wing" (v) shaped piece of insulation. Install insulation with zero clearance at the overlaps, or in the field between overlaps. Verify all insulation overlaps are four layers of insulation in overall thickness. i. Wrap the first piece of insulation around the grease duct (Item 1) so that the insulation is flush against the surface of the grease duct (Item 1). Position the starting end of the insulation to overlap pins (Item 2A) a minimum of 1-1/2 inches while the edges of the insulation overlap the rows of pins (Item 2B) a minimum of 1-1/2 inches. a ii. Position the second piece of insulation nominally 18 inches from the edge of the first piece of insulation. Install the second piece in the same manner as the first. iii. Cover the grease duct (Item 1) that is exposed between the edges of the first two pieces of insulation with another piece of insulation. Position the starting end of the insulation to overlap pins (Item 2A) a minimum of 1-1/2 inches while the edges of the insulation u overlap the adjacent edges of the two pieces installed insulation a minimum of 1 -1/2 inches. iv Position the second layer of insulation so that the first layer of insulation is centered under the second layer of insulation and install in same manner as first layer of insulation. 5. SUPPORTS: Support the grease duct (Item 1) with insulation (Item 4) using a un- insulated "trapeze" system composed of a minimum 2 x 2 x 1 /4-inch steel angle as the trapeze cross - member and two (2), minimum 1/2 -inch diameter, all- thread, steel rods connected using nuts and washers. Connect the all- thread steel rods to the bottom of the floor assembly using an attachment method designed to carry the weight of the grease duct (Item 1) with insulation (Item 4) under a fire load equivalent to ASTM E 119 time- temperature curve. Place one (1) all- thread steel rod at each end of trapeze cross - member. Center grease duct (Item 1) with insulation (Item 4) on trapeze cross- member. Space all- thread steel rods a maximum 6 inches from surface of the insulated grease duct. Extend trapeze cross - member at least 2 inches past each all- thread, steel rod. Space trapeze supports a maximum 60 inches on center. 6. CERTIFIED MANUFACTURER 3M Company CERTIFIED PRODUCT: 3M Fire BamerTM Grease Duct Access Door MODELS: • 000 - 51115- 16584 -9 (20x20 Door), • 000-51115-16583-2 (12x8 Door), and • 000 - 51115- 16582 -5 (10x6 Door) ACCESS DOOR ASSEMBLY: When required, apply an access door and insulated cover plate as described: A. OPTIONAL PRE - FABRICATED ACCESS DOOR: Mark a clean-out access opening location on the grease duct (Item 1) with insulation (Item 4) at its mid- height along the horizontal section. Cut an opening (maximum 22 x 22 inches) in the insulation (Item 4) the same size as the outside dimension of the desired pre - fabricated access door model. Remove and discard the cut insulation (Item 4). Cut an opening (maximum 20 x 20 inches) into the side of the grease duct (Item 1) according to the manufacturer's instructions for the size of the pre - fabricated access door to be installed. Install and tightly secure the pre - fabricated access door in accordance with the manufacturer's instructions to the grease duct (Item 1). Fit pre - fabricated access door with four (4), 3/8 -inch diameter, corner-thumb bolts through the exterior face. B. CERTIFIED MANUFACTURER: 3M Company CERTIFIED PRODUCT: 3M Fire BarrierTM Duct Wrap MODEL: 615+ CI gig This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, e Intertek 3M Fire Protection Products Product Support Line www.3m.com /firestop 3MU /FRD 120 -19. of 6 1- 800-328 -1687 DESIGN NO.3MU/FRD 120 -19 continued -n Note: Section view not curved for clarity. CD ?< i � 0 Cr CD /� /(..A_. 1ii,55 .: i t . 8 jll to 1 73 4fr O , irri. 111 1 U i . ,11 1 1; ,, ,,,....._ ;, !..,.....,....,..„ .,..,,, 0 • 0 v Figure 2-3M Pre - fabricated Access Door A ACCESS INSULATION: Remove the four (4), 3/8 -inch diameter, corner-thumb bolts and replace them with four (4), 3/8 -inch rt diameter, all- thread, steel rods extending from pre- fabricated access door (Item 6A). Apply three (3) layers of access insulation over the pre - fabricated access door (Item 6A) as follows. Cut the first piece of rectangular access insulation a minimum 1/4 inch larger than the clean -out access opening. Position, square, and impale the first piece of the access insulation over the four (4), 3/8 -inch diameter, o all- thread, steel rods extending from pre- fabricated access door (Item 6A). Press the first piece of access insulation flush over the pre - fabricated access door (Item 6A). Compress and abut the cut edges of the first piece of the access insulation against the cut edges of opening in the insulation (Item 4). Cut a second piece of access insulation the same size as the first piece of access insulation. Press the second piece of access insulation flush over the first piece of access insulation. Compress and abut the cut edges of the first piece of the access insulation against the cut edges of opening in the insulation (Item 4). Cut a third piece of rectangular access insulation a minimum of 2 inches larger than the second piece of access insulation on all sides. Seal cut edges of the third piece of access insulation with nominal 4- inch -wide aluminum foil tape Position, square, and impale the third piece of the access insulation over the four (4), 3/8 -inch diameter, all - thread, steel rods extending from pre - fabricated access door (Item 6A). Press the third piece of access insulation flush over second piece of access insulation. C. COVER PLATE: Cut a cover plate to the same dimensions as the third piece of access insulation (Item 6B) using a minimum 16 GA steel sheet. Drill holes in the cover plate that match the location of the four (4), 3/8 -inch diameter, all- thread, steel rods and locate the holes so that the cover plate is squared to the third piece of access insulation (Item 6B). After all three (3) layers of access insulation (Item 6B) are impaled over the four (4), 3/8 -inch diameter, all- thread, steel rods install the cover plate. Pass the four (4), 3/8 -inch diameter, all- thread, steel rods through the cover plate. Place washers and wing nuts onto each of the four (4), 3/8 -inch diameter, all- thread, steel rods. Secure - the cover plate by tightening wing nuts. Note: Section view not curved for clarity. 0 Q /% O cn C 4 � / �� 7Ali 1 ® O �i ort. of f — 7Aii ® O ill ® O Figure 3-Option A 7. OPTIONAL FIELD - FABRICATED ACCESS DOORS: Mark a clean-out access opening location on the grease duct (Item 1) with insulation (Item 4) at its mid - height along the horizontal section. Use either Option A or B. A. (OPTION A) Cut a 12x12-inch opening in the insulation (Item 4). Remove and discard the cut insulation (Item 4). Cut and center a 10x10-inch opening into the side of the grease duct (Item 1) by maintaining a 1 -inch clearance between the perimeter of the opening and M. the cut insulation (Item 4). Remove and discard the cut steel. Weld four (4), minimum 4 -inch long, 1/4-inch diameter, all- thread, steel rods to the grease duct (Item 1). Locate one (1) steel rod at each corner of the grease duct (Item 1) opening so that they are 11 inches on center X and squared within the insulation (Item 4) opening. v This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ©Intertek 3M Fire Protection Products Product Support tine www.3m.com /firestop 3MU /FRD 120 -19.4 of 6 1- 800-328 -1687 DESIGN NO. 3MU/FRD 120 -19 continued i. ACCESS DOOR Cut a 12x 12 -inch, 16 GA, steel plate to be used as an access door. Drill clearance holes in the access door to match the all- thread, steel rod pattern. Place the access door over the all- thread, steel rods. Seal the opening in the grease duct (Item 1) by 'r, overlapping the access door over the opening cut in the insulation (Item 4) by 1 inch on all sides. Weld four (4), minimum 6-1/2-inch Q Ci long, 12 GA, copper coated steel insulation pins to the access door corners so that the insulation pins are 9 inches on center. ii. CERTIFIED MANUFACTURER 3M Company CERTIFIED PRODUCT: 3M Fire BarrierTM Duct Wrap a) MODEL: 615+ - - X ACCESS INSULATION: Apply three (3) layers of access insulation over the access door. Cut the first piece of access insulation N into a 1 2x 12 -inch square and install it over the insulation pins and cover the access door (Item 7Ai). Cut the second piece of access LJ- insulation into a 14x 14 -inch square. Square it and install it over the insulation pins. Cover the first piece of access insulation so that a 1 -inch overlap exists. Cut the third piece of access insulation into a 16x16 -inch square. Seal cut edges of the third piece of access insulation with nominal 4- inch -wide aluminum foil tape. Square it and install it over the insulation pins. Cover the second piece of access insulation so that a 1 -inch overlap exists. Secure access insulation to the insulation pins with 1-1/2-inch square or round, galvanized or stainless steel, speed clips. Turn down or cut off insulation pins that extend beyond the second piece of access insulation. Place maximum 4 -inch long, steel tubing over each all- thread, steel rods. Apply washers and wing nuts over the all- thread, steel rods. Secure the access door by tightening the wing nuts. B. (OPTION B) Cut a maximum 16x16-inch opening into the insulation (Item 4) and the grease duct (Item I). Remove and discard the cut insulation (Item 4) and steel. Weld together four (4) pieces of 1 -1/2 x 1 -1/4 x 1/8 -inch steel angle, with the flange outward, to form a 0. 1 -1/2 -inch tall, flanged frame. Position, center, and continuously weld the flanged frame around the opening in the grease duct (Item 1). a Position one (1), minimum 4 -inch long, 1/4-inch diameter, all- thread, steel rod in the center of each of the four (4) corners of the flange l- and weld them in place. i. ACCESS DOOR: Cut an 18 -1/2 x 18 -1/2 -inch, 16 GA, steel plate to be used as an access door. Drill clearance holes in the access door to match the all- thread, steel rod pattern on the flange. Place the access door over the all- thread, steel rods. V ii. COVER PLATE: Cut a 20-1/2 x 20 -1/2 -inch external cover plate out of 16 GA steel sheet and drill clearance holes matching the locations of the all- thread, steel rods on the flange. Weld minimum four (4), 12 GA, copper -coated, steel insulation pins onto the internal surface of the cover plate, spaced minimum 14 inches on center. Limit insulation pin length to one -half total access insulation thickness. Install access insulation (Itcm7Biii). Position the cover plate with access insulation over the all - thread, steel rods flush to access door. Apply washers and wing nuts over the all- thread, steel rods. Secure the access door by tightening the wing nuts. Note: Section view not curved for clarity. i� 0 / 1 _.I 7Biii J �j 1 1 1 1 O 1 O .� ).' 7811 ; 1 0)friii. 1 1 1 78111 ; u. 1 ■ / 0 lirdsv ° N 7Biii C3 7Bh 0 a) 0 Figure 4—Option B iii. CERTIFIED MANUFACTURER: 3M Company CERTIFIED PRODUCT: 3M Fire BarrierTM Duct Wrap • MODEL: 615+ ACCESS INSULATION: Apply two layers of arrrss insulation over the interior of the cover plate. Cut the first piece of access , insulation into a 20-1/2 x 20-1/2 -inch square and install it over the insulation pins on the internal surface of the cover plate. Cut the second piece of access insulation into a 24 x 24 -inch square. Square it to and install it over the insulation pins. Seal cut edges of the second piece of access insulation with nominal 4 -inch -wide aluminum foil tape. Cover the first piece of access insulation so that a 1 -3/4 -inch overlap exists. Secure access insulation to insulation pins with 1 -1/2 -inch square or round, galvanized or stainless steel speed clips. Turn down or cut off insulation pins that extend beyond the second piece of access insulation. This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ®Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -19.5 of 6 1 -800- 328 -1687 DESIGN NO.3MU/FRD 120 -19 continued -rt 8. PENETRATION FIRESTOP: Install two-hour, fire- resistant, ASTM E 814, firestop system. Before installing the packing material (Item 8B) and fill material (Item 8C) of the penetration firestop, wrap the grease duct (Item 1), which is the penetrating item, with insulation (Item 4) X - Note: Section view not curved for clarity. CD � A 0 O a • e 0 m 0 . %Ikii cc) m � 0 Section A -A A Figure 5— Penetration Firestop A. FLOOR ASSEMBLY: Two-hour rated, solid concrete floor assembly made from reinforced lightweight or normal weight (100 -150 pcf or 0 1600 -2400 kg/m') concrete. Constructed of one of the following: i. Solid Concrete — Minimum concrete thickness measured from exposed face to exposed face using one of the following requirements: • lightweight concrete — 3.6 inches; • sand - lightweight concrete — 3.8 inches; • carbonate aggregate concrete -4.6 inches; and • siliceous aggregate concrete — 5.0 inches. ii. Opening — Create an opening in the floor assembly. Position the grease duct (Item 1) concentrically or eccentrically in the opening so that the annular space ranges from minimum 0.5 inch to maximum 4-1/2 inches. Establish an opening designed to house the grease duct (Item 1) covered with insulation (Item 4) and the desired annular space but not exceeding a cross - sectional area of maximum 3136 inch' and a maximum dimension of 59.5 inches. B. CER1IFIED MANUFACTURER: 3M Company CERTIFIED PRODUCT: 3M Fire Barriernl Duct Wrap • MODEL: 615+ PACKING MATERIAL: Fill the annular space with insulation (Items 4 or 8B) without the encapsulation (foil scrim) or Intertek - certified, minimum 4 -pcf density, mineral wool safmg. Cut the packing material into strips that are 1.96 -times wider than the annular space to achieve a two -hour, F & T- Rating. Compress and insert packing material into the annual space. Fill the entire annular space. Recess the surface of packing material nominally 1/4 inches from top surface of the floor assembly (Item 8A). C. CERTIFIED MANUFACTURER: 3M Company (D CERTIFIED PRODUCT: 3M Fire BarrierTm Sealant MODEL: (D • Water Tight 1000 NS Silicone, or e • Water Tight 1003 SL Silicone, or • 2000+ Silicone FILL, VOID OR CAVITY MATERIAL: Install minimum 1/4 -inch depth of fill material into the recess over the packing material (Item 8B) on top side of the floor assembly (Item 8A). Smooth (screed) the fill material flush with the surface of the floor assembly (Item 8A). Overlap the fill material onto face of the insulation (Item 4) and the floor assembly (Item 8A) a minimum of 1/2 inches. D. When encountered with other types of constructions of fire -rated floor /ceiling assemblies, protect the annular space around the grease duct (Item 1) passing through with an Intertek- certified, compatible, 3M, penetration firestop system having the same fire rating as the floor /ceiling assembly as described in an Intertek Design Listing. PCP v This material was extracted and drawn by 3M Fire Protection Products from the 2009 Product Directory, ©Intertek 3M Fire Protection Products Product Support line www.3m.com /firestop 3MU /FRD 120 -19.6 of 6 -800- 328 -1687 Design No. FS 560 F August 1, 2003 • —n FIRE PENETRATION SEAL CD Penetrating Item Steel Duct X T- Rating -2 hr CT F- Rating — 2 hr CD .� cn f1 �h✓ r a I� o 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 24 GA sheet steel with max. 720 in area and max. 30-in. dimension (max. dim. 24-in. x max. 30 -in., or max. 30 in. diameter) and protected with a one layer of 3M Fire Barrier Duct Wrap 15A or 20A, such as detailed in GD 532 F or GD 548 F or two layers of 3M Fire Barrier Duct Wrap 15A or 20A as detailed in GD 531 F or GD 547 F. 2. FLOOR ASSEMBLY: The two-hour fire -rated floor assembly consists of min. 4-1/2 in. thick normal weight (100 -150 pcf) reinforced concrete. Create an opening in the floor assembly having a max. cross - sectional area of 1093 in and a max. dimension of 36-3/4 in. Position the duct assembly concentrically or eccentrically in the opening so that the annular space ranges from min. 1 -1/4 in. on one side to max. 2 -1/2 in. on the other. 3. FILL, VOID OR CAVITY MATERIAL: Min. 7 /16 -in. depth of sealant fill material is to be applied to the recess around the top surface of the c floor through- penetration opening. The sealant matenal overlapped the concrete and duct assembly a nom. 1 /4-in. Listed Manufacturer: 3M— CD Firestopping Firestopping Sealants CD 3M Fire BarrierT"' 2000+ Silicone Joint Sealant Q 3M Fire Barrier ' 1000 NS Silicone Joint Sealant 3M Fire Barrieerm 1003 SL Silicone Joint Sealant 4. PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap 15A or 20A, or 4 pcf mineral wool * *, or unfaced 1-1/2-in. or 2 in. thick 8 pcf insulation * *. Cut the insulation into strips. Then compress it approximately 25% and insert it into the opening to fill the entire annular space. Fill the slab depth with packing material and recess the surface of packing material a min. 7/16 in. from the top p surface of the floor, as required to accommodate the necessary depth of caulk fill material. n ( ** Listed with Intertek) Listed Manufacturer: 3M- Insulation Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 20A vs This material was extracted and drawn by 3M Fire Protection Products from the 2007 Product Directory, ® Intertek 3M Fire Protection Products Product Support Line: 1- 800-328-1687 www.3m.com /firestop FS 560 F • 1 of 1 Choose option 4 for FAX ON DEMAND Design No. FS 578 F August 1, 2003 T FIRE PENETRATION SEAL CD Penetrating Item Steel Duct X ASTM E -814 T Rating — 2 hr CDD F- Rating —2 hr fl O %10 N O 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 16 GA sheet steel with max. 2500 in' area and max. 50- in. width (max. dim. 50 -in. x max. 50-in. or max. 56 -3/8 in. diameter) and protected with a one layer of 3M Fire Barrier Duct Wrap 15A, such as detailed in GD 538 F or GD 549 F. 2. FLOOR ASSEMBLY: The two-hour fire -rated floor assembly consists of min. 4-1/2 in. thick normal weight (100 -150 pcf) reinforced concrete. Create an opening in the floor assembly having a max. cross - sectional area of 3220 in' and a max. dimension of 57- 1 /2 -in. Position the duct assembly concentrically or eccentrically in the opening so that the annular space ranges from min. 1 in. on one side to max. 4-1/2 in. on the other. O e 3. FILL, VOID OR CAVITY MATERIAL: Min. 1/4-in. depth of sealant fill material is to be applied to the recess around the top surface of the Cfl floor through- penetration opening. The sealant material overlapped the concrete and duct assembly a nom. 1 /4-in. Listed Manufacturer: CD 3M Firestopping Firestopping Sealants Q 3M Fire BarrierTM 2000+ Silicone Joint Sealant 3M Fire BarrierTM 1000 NS Silicone Joint Sealant 3M Fire BarrierTM 1003 SL Silicone Joint Sealant 4. PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap 15A, 20A, or 4 pcf mineral wool**, or unfaced 1-1/2 - in. thick 8 pcf insulation * *. Cut the insulation into strips. Then compress the strips approximately 50% and insert it into the opening to fill the p entire annular space. Fill the slab depth with packing material and recess the surface of packing material a min. 1/4 in. from the top surface of the floor, as required to accommodate the necessary depth of caulk fill material. ( ** Listed with Intertek) cD Listed Manufacturer: • N 3M— Insulation Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 20A This material was extracted and drawn by 3M Fire Protection Products from the 2007 Product Directory, ® Intertek 3M Fire Protection Products Product Support tine: 1-800-328-1687 www.3m.com /firestop FS 578 F • 1 of 1 Choose option 4 for FAX ON DEMAND Design No. FS 561 F August I, 2003 FIRE PENETRATION SEAL in Penetrating Item Steel Duct a T- Rating -2 hr F- Rating —2 hr • 0 X ilitio.. 0 44:.. 4 � 4. 0..' L O to I fr Iti 4 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 24 GA sheet steel with max. 720 in' area and max. 30 -in. dimension (max. dim. 24-in. x max. 30 -in., or max. 30 in. diameter) and protected with a one layer of 3M Fire Barrier Duct Wrap I5A or 20A, such as detailed in GD 532 F or GD 548 F or two layers of 3M Fire Barrier Duct Wrap 15A or 20A as detailed in GD 531 F or GD 547 F. The 3M Fire Barrier Duct Wrap 15A or 20A was abutted to each side of the penetration seal. 2. FLOOR ASSEMBLY: The two-hour fire-rated floor assembly consists of min. 4-1/2 in. thick normal weight (100 -150 pcf) reinforced N concrete. Create an opening in the floor assembly having a max. cross - sectional area of 891 in' and a max. dimension of 33 -in. Position the N duct assembly concentrically or eccentrically in the opening so that the annular space ranges from min. 1 in. on one side to max. 2 in. on the v other. 0 O 3. FILL, VOID OR CAVITY MATERIAL: Min. 3 /8 -in. depth of sealant fill material is to be applied to the recess around the top surface of the U floor through- penetration opening. The fill material is in direct contact with the steel duct The sealant material overlapped the concrete a nom. 1 /4-in. c Listed Manufacturer: 0 3M— 0 Firestopping Firestopping Sealants N C 3M Fire Barrier' 2000+ Silicone Joint Sealant a) . 3M Fire BarrierTm 1000 NS Silicone joint Sealant n- 3M Fire Barrierr° 1003 SL Silicone Joint Sealant s C 4 D . PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap 15A or 20A, or 4 pcf mineral wool**. Cut the mineral =O wool into strips. Then compress it approximately 25% and insert it into the opening to fill the entire annular space, Fill the slab depth with 2 packing material and recess the surface of packing material a min. 3/8 in. from the top surface of the floor, as required to accommodate the s necessary depth of caulk fill material. (" Listed with Intertek) I-- ' Listed Manufacturer: 3M - Insulation Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 20A UI IL This material was extracted and drawn by 3M Fire Protection Products from the 2007 Product Directory, ° Intertek 3M Fire Protection Products Product Support Line: 1-800-328-1687 www.3m.com /firestop FS 561 F • 1 of 1 Choose option 4 for FAX ON DEMAND Design No. FS 562 W August 1, 2003 Tr FIRE PENETRATION SEAL CD Penetrating Item Steel Duct X T- Rating – 2 hr . F- Rating – 2 hr (D Q O vi I d 0 t A v:: 'tea. O s.y 0li i It A 0.1*:' C 1:11111' c a 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 24 GA sheet steel with max. 720 in area and max. 30-in. dimension (max. dim. 24-in. x max. 30 -in., or max. 30 in. diameter) and protected with a one layer of 3M Fire Barrier Duct Wrap 15A . or 20A, such as detailed in GD 532 F or GD 548 F or two layers of 3M Fire Barrier Duct Wrap 15A or 20A as detailed in GD 531 F or GD 547 F. —I 2. WALL ASSEMBLY: The two-hour fire -rated wall assembly consists of min. 4-1/2 in. thick normal weight (100 -150 pcf) reinforced concrete = or concrete blocks. Create an opening in the wall assembly having a max. cross - sectional area of 1093 in and a max. dimension of 36- 3 /4-in. O Position the duct assembly concentrically or eccentrically in the opening so that the annular space ranges from min. 1 -1/4 in. on one side to c C.0 max. 2 -1/2 in. on the other. D' 3. FILL, VOID OR CAVITY MATERIAL: Min. 7 /16 -in. depth of sealant fill material is to be applied over the recessed packing material (4) on bothsides of the wall. The sealant material overlapped the concrete and duct assembly a nom. 1 /4-in. = Listed Manufacturer: CD 3M Q Firestopping Firestopping Sealants O 3M Fire Barrier"' 2000+ Silicone Joint Sealant = 3M Fire BarrierTm 1000 NS Silicone Joint Sealant 4. PACKING MATERIAL: Fill the annular space with unlaced 1- 1 /2 -in. or 2 -in. thick 8 pcf insulation or 4 pcf mineral wool * *. Cut the • insulation into strips. Then compress it approximately 25% and insert it into the opening to fill the entire annular space. Fill the wall depth with packing material and recess the surface of packing material a min. 7/16 in. from both surfaces of the wall, as required to accommodate n the necessary depth of caulk fill material. ( ** Listed with Intertek) cD Listed Manufacturer: CD 3M- Insulation Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 20A . IA This material was extracted and drawn by 3M fire Protection Products from the 2001 Product Directory, °Intertek 3M Fire Protection Products Product Support Line: 1- 800.328 -1687 www.3m.com /firestop FS 562 W • 1 of 1 thooseoplion FAX ON DEMAND Design - Ratin No. g FS - 2 5 hr 63 W August 1, 2003, FIRE PENETRATION SEAL N Penetrating Item Steel Duct a. T- Rating -2 hr 0 . © a) X 0 y- a oi. v --,] Atli . O o D 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 24 GA sheet steel with max. 720 in= area and max. 30-in. dimension (max. dim. 24-in. x max. 30 -in., or max. 30 in. diameter) and protected with a one layer of 3M Fire Barrier Duct Wrap 15A or 20A, such as detailed in GD 532 F or GD 548 F or two layers of 3M Fire Barrier Duct Wrap 15A or 20A as detailed in GD 531 F or GD 547 F. The 3M Fire Barrier Duct Wrap 15A or 20A was abutted to each side of the penetration seal. 2. WALL ASSEMBLY: The two-hour fire -rated wall assembly consists of min. 4-1/2 in. thick normal weight (100 -150 pcf) reinforced a) concrete or concrete blocks. Create an opening in the wall assembly having a max. cross - sectional area of 33 -in. Position the duct assembly a) concentrically or eccentrically in the opening so that the annular space ranges from min. 1 in. on one side to max. 2 in. on the other. i- t) 3. FILL, VOID OR CAVITY MATERIAL: Min. 3 /8 -in. depth of sealant fill material is to be applied over the packing material (4) on both sides e o of the wall. The sealant material overlapped the concrete a nom. 1/4-in. V Listed Manufacturer: I 3M - c Firestopping 0 Firestopping Sealants 3M Fire BarrierT Silicone Joint Sealant O 3M Fire BarrierTh 1000 NS Silicone Joint Sealant 4. PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap I5A or 20A, or 4 pcf mineral wool ** Cut the mineral a) wool into strips. Then compress it approximately 25% and insert it into the opening to fill the entire annular space. Recess the surface of 0_ packing material a min. 3/8 in. from both surfaces of the wall, as required to accommodate the necessary depth of caulk fill material. ...e ( ** Listed with Intertek) 0) 0 Listed Manufacturer: p 3M- t Insulation I— Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 20A VI U. This material was extracted and drawn by 3M Are Protection Products from the 2007 Product Directory, ° Intertek 3M Fire Protection Products Product Support Line: 1-800-328-1687 www.3m.com /firestop FS 563 W • 1 of 1 Choose option 4 for FAX ON DEMAND Design No. FS 565 W continued 4. PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap 15A, 20A, or 4 pcf mineral wool * *. Cut the mineral wool into strips. Then compress it approximately 50% and insert it into the opening to fill the entire annular space. Recess the packing t2 material a min. 1/4 in. from one side of the wall (external to the shaft), as required to accommodate the necessary depth of caulk fill material. a ( ** Listed with Omega Point Laboratories) j Listed Manufacturer: 3M — Insulation Mineral Wool Blanket X 3M Fire Barrier Duct Wrap 15A 3M Fire Barrier Duct Wrap 20A Li- *This system depicts penetration into a rated shaft enclosure and the firestop system is asymmetric. For this reason, the fire protective characteristic of this system is relevant only to fires existing external to the shaft construction. It does not apply to fires internal to the shaft enclosure. Max. Duct Area Max. Duct Min. Duct Gage Max Area of Max Dimension (in2) Dimension (in) Thickness Opening (in2) of Opening (in) CL 1440 60 20 GA 2432 70-1/2 0 400 40 24 GA 1035 50-1/2 144 12 26 GA 506 22 -1/2 V 2 E w Q • 0 C 0 v C tl) O L This material was extracted and drawn by 3M Fire Protection Products from the 2007 Product Directory, ©Intertek 3M Fire Protection Products ProducSuppord Line: 1-800-328-1687 2 www.3m.com/firestop FS 565 W • 2 of 2 choose option 4 for FAX ON DEMAND Design No. FS 557 W August 1, 2003 FIRE PENETRATION SEAL U' Penetrating Item Steel Duct iJ... T- Rating —1 hr 0 F- Rating -1 hr © N 6. 0 ,.,.. I t. L � 1 ! 0 ;1, "%il . 111111t,,e d '.. Q a I. 4 sr , 3 CI 0 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 24 GA sheet steel with max. 720 in area and max. dimension of 30 -in. (max. dim. 24-in. x max. 30-in. or max. diameter of 30 in.) and protected with a one layer of 3M Fire Barrier Duct Wrap 15A or 20A, such as detailed in GD 532 F or GD 548F or two layers of 3M Fire Barrier Duct Wrap 15A or 20A as detailed in GD 531 F or ' GD 547 F. 2. GYPSUM WALL ASSEMBLY: A one -hour rated wall assembly constructed of the following: 25 GA galvanized steel studs spaced 18-12 - in. o.c. measuring 3-5/8-in. wide with 1- 1 /4-in. legs. Studs attached with min. #6 x 3 /8 -in. steel stud framing screws to channel shaped floor ,,, • and ceiling runners measuring 1/2 -in. deep by 3- 5 /8 -in. wide, which are secured to floor and ceiling with 1 in. long fasteners, suitable for the 0_ mounting substrate, spaced max. 18 -in. o.c. Studs and runners covered with one layer of 5 /8 -in. thick, Type X gypsum wallboard on each face. The face layer of gypsum wallboard fastened with #6, 1- 5 /8 -in. long bugle phillips drywall screws spaced 8 -in. o.c. Joint Tape and Compound - vinyl or casein, dry or premixed joint compound applied to face layers of gypsum wallboard in two coats to all exposed screw heads and I gypsum wallboard joints. A min. 2 -in. wide paper, plastic or fiberglass tape embedded in first layer of compound over joints in gypsum C wallboard. A min. wall depth of 4- 3 /4-in. created from face layer of gypsum wallboard to face layer of gypsum wallboard. Create an opening . _ in the wall assembly having a maximum cross- sectional area of 1118 in and a max. dimension of 35- 1 /2 -in. Position the duct assembly p concentrically or eccentrically in the opening so that the annular space ranges from min. 5 /8 -in. on one side to max. 3- 1 /2 -in. on the other. 3. FILL, VOID OR CAVITY MATERIAL: Mm. 5/8 -in. depth of sealant fill matenal is to be applied to the recess around the surface of the wall c on both sides of the through- penetration opening. The sealant material applied flush with the surface of the wall assembly on both sides. a) Listed Manufacturer: s 3M— 0) Firestopping n Firestopping Sealants: O 3M Fire Barrierr"' 2000+ Silicone Joint Sealant H 3M Fire Barrier "' 1000 NS Silicone Joint Sealant - 4. PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap 15A or 20A, or 4 pcf mineral wool * *. Cut the mineral wool into strips. Then compress it approximately 25% and insert it into the opening to fill the entire annular space. Recess the surface of packing material a min. 5/8 in. from both surfaces of the wall, as required to accommodate the necessary depth of caulk fill material. . ( ** Listed with Intertek) Listed Manufacturer: 3M- Insulation Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A ill . 3M Fire Barrier Duct Wrap 20A MI This material was extracted and drown by 3M Fire Protection Products from the 2007 Product Directory, ®Intertek 3M Fire Protection Products Product Support line: 1 -800-32 8-1 68 7 1 www.3m.com/firestop FS 557 W • 1 of 1 Choose option 4 for FAX ON DEMAND Design No. FS 559 W August 1, 2003 FIRE PENETRATION SEAL Q Penetrating Item Steel Duct T- Rating - 2 hr 2 . F- Rating - 2 hr CO N % I. O ��I ,,,..„..:.,.......„ _..,.... .....„..... ,-„.. 0 . . [ _ .,........„.,., a ..i I. :;`,..-;. 4, V 4 1 . 3 0 1. PENETRATING ITEM: A round or rectangular steel duct system constructed of min. 24 GA sheet steel with max. 720 in' area and max. 30 in. width (max. dim. 24-in. x max. 30 -in. or max. 30 in. diameter) and protected with a one layer of 3M Fire Barrier Duct Wrap 15A or 20A, such as detailed in GD 532 F or GD 548 F or two layers of 3M Fire Barrier Duct Wrap 15A or 20A as detailed in GD 531 F or GD 547 F. 2. GYPSUM WALL ASSEMBLY: A two-hour rated wall assembly constructed of the following: 25 GA galvanized steel studs spaced 18 -1/2 in. o.c. measuring 3 -5/8 in. wide with 1 -1/4 in. legs. Studs attached with min. #6 x 3/8 in. steel stud framing screws to channel shaped E floor and ceiling runners measuring 1 /2 -in. deep by 3- 5 /8 -in. wide, which are secured to floor and ceiling with 1 -in. long fasteners, suitable D for the mounting substrate, spaced max. 18 -in. o.c. Studs and runners covered with two layers of 5/8 in. thick, Type X gypsum wallboard on 0_ • each face. The base layer of gypsum wallboard fastened to steel studs with #6 1 -1/8 in. bugle head phillips drywall screws spaced 12 in. o.c. The face layer of gypsum wallboard fastened with #6, 1 -5/8 in. long bugle phillips drywall screws spaced 8 in. o.c. Joint Tape and Compound - vinyl or casein, dry or premixed joint compound applied to face layers of gypsum wallboard in two coats to all exposed screw heads and gypsum wallboard joints. A min. 2 in. wide paper, plastic or fiberglass tape embedded in first layer of compound over joints in e gypsum wallboard. A min. wall depth of 6 in. created from face layer of gypsum wallboard to face layer of gypsum wallboard. Create an .0 opening in the wall assembly having a max. 1118 in' cross - sectional area and a max. dimension of 35- 1 /2 -in. Position the duct assembly p concentrically or eccentrically in the opening so that the annular space ranges from min. 1 in. on one side to max. 3-1/2-in. on the other. 3. FILL, VOID OR CAVITY MATERIAL: Min. 5 /8 -in. depth of sealant fill material is to be applied to the recess over the packing material (4) c on both sides of the through- penetration opening. The sealant material applied flush with the surface of the wall assembly on both sides. Listed Manufacturer: s 3M - CT) Firestopping n O Firestopping Sealants 2 3M Fire Barrier"' 2000+ Silicone Joint Sealant -c I- 3M Fire BarrierTM 1000 NS Silicone Joint Sealant 4. PACKING MATERIAL: Fill the annular space with scrap 3M Fire Barrier Duct Wrap 15A or 20A, 4 pcf mineral wool**. Cut the mineral wool into strips. Then compress it approximately 25% and insert it into the opening to fill the entire annular space. Recess the surface of packing material a min. 5/8 in. from the surface of the wall, as required to accommodate the necessary depth of caulk fill material. (•• Listed with Intertek) . Listed Manufacturer: 3M- Insulation Mineral Wool Blanket 3M Fire Barrier Duct Wrap 15A y 3M Fire Barrier Duct Wrap 20A This material was extracted and drawn by 3M Fire Protection Products from the 2007 Product Directory, •Intertek 3M Fire Protection Products Product Support Line: 1-800-328-1687 www.3m.com /firestop FS 559 W • 1 of 1 Choose option 4 for FAX ON DEMAND • 1E015 sr.3'y Falls F.7ai Flntertek` ow:1.7E0S °1 i2 Te -m3rr: +C 2 ;0 E3° 3:C� , alsrnIls: 40i2iDE3E510i November 8, 2009 Mr. Mark d- Lund, P.E. Technical Service Engineer 3M Company 3M Building and Commercial Services Division, Fire Protection Products 3M Center. Building 223-2N-20 St. Paul. MN 55144 -1000 Subject. Intertek Project Number 3171223SAT023: 2M Fire Barrier Duct Wrap 615+ equivalency to 3M Fire Barrier Duct Wrap 15A and Duct Wrap 20A used in 3M Through- penetration Frestop Design Listings Dear Mr. Lurid. This letter is in response to Mr. Marx W. Lund P.=_. of 3m requesting a confirmation letter that the 3M Fire Barrier Duct Wrap 615+ has undergone the Intertek product certification process. The 3M Fire Barrier Duct Wrap 615+ is an Intertek certified product. As part of that process. the 3M Fire Barrier Duct Wrap 615+ has been subjected to fire testing and evaluations conducted by Intertek. Fire test were conduced under tasks of Intertek Project Numbers 3138773, 3142749, 3156370, and 3171823. The data obtained from these test demonst rated that the fire resistance of 3M Fire Barrier Duct Wrap 015+ is equal to or better than 3M Fire Barrier Duct Wrap 16A and Duct Wrap 20A in ASTM E 118 fire engulfment and wall panel scenarios. ASTM E 232.0 grease duct internal burn scenarios, and ASTM E 814 through penetration firestops. Intertek has processed and modified and pubEshed 3M Design Listings under Intertek FRD (GD) designations, which designate 3M Fire Barrier Duct Wrap 616+ as an Intertek certified product. The FS (firestop) design listings that referenced 3M Fire Barrier Duct Wrap 15A and Duct Wrap 20A will be converted to include 3M Fire Barrier Duct Wrap 616-. In the interim, for 90 days from the above date, this letter series as verification that Duct Wrap 615+ may be used in lieu of Duct Wrap 15A and Duct Wrap 20A in all Intertek PHV, PH. and PV (formerly FS) design listings provided that the following conditions are adhered to. • When. he packing material referenced in the current Intertek Design Listings is in contact with the bare steel duct or the 3M Fire Barrier® Duct Wrap 615 +. the packing material's percent compression or cat width will remain unchanged. Sincer • • / •/.� , •- % Reviewed by: 9taat.,- `� a�� Jotri.D. Nicholas Trace A. Stanush ect Manager, Engineering Services SAT Engineering Manager- Engineering Services US idn1JDN A_tactiments: none cc: Tracie Stanush • s1 '. r,� �. "is, , Fire Barrier Duct Wrap 615+ Duct Wrap Fire Protection System for Commercial Kitchen Grease and Ventilation Air Ducts Product Data UST LISTED C _ ASSIp /A USTED 0 ,..7 4 � t ,G A P A re 0 c`!.us 1 o:us W. BATTS AND BI- ANIEIS DUCT INSULATION FIRESTOP, SYSTEMS FIRESTOP SYSTEMS FOR USE IN FIRE RESISTIVE DUCT ASSEMBLIES 9009 SEE INTERTB( DIRECTORY SEE INTERTEK DIRECTORY SEE UL FIRE RESISTANCE DIRECTORY ■ 9009 - 1. Product Description 2. Applications 3MTM.Fire Barrier Duct Wrap Two -layer applications of 3MTM Fire Barrier Duct Wrap 615+ meet the 615+ is a fire resistant wrap criteria of ASTM E 2336 'Standard Test Methods for Fire Resistive consisting of an inorganic fiber Grease Duct Enclosure Systems'. blanket encapsulated with a 3MTM Fire Barrier Duct Wrap 615+ as single -layer fire resistant wrap application scrim- reinforced foil. The product has passed the ISO 6944 'Fire Resistance Tests — Ventilation Ducts'. is 1 -1/2 in. thick, 6pcf density. It is used to fire rate commercial 3MTM Fire Barrier Duct Wrap 615+ is an ideal fire resistive enclosure kitchen grease ducts as well as for commercial kitchen grease ducts and ventilation air ducts. It is a ventilation ducts, and is a proven proven performance alternative to a 1 or 2 hour fire resistant rated shaft alternative to 1 or 2 hour fire enclosures and provides zero clearance to combustible construction resistant rated shaft enclosures. throughout the entire enclosure system. 3MTM Fire Barrier Water Tight With its excellent insulating Sealant 1000 NS, 3MTM Fire Barrier Water Tight Sealant 1003 SL or . capabilities, low weight and thin 3MTM Fire Barrier Water Tight Sealant 2000+ Silicone Sealants is used in - profile, it is and ideal choice for combination with 3MTM Fire Barrier Duct Wrap 615+ to firestop the duct a duct enclosure system. This when the duct penetrates fire rated floors and walls. non - asbestos wrap installs easily • because of its high flexibility 3. Availability and strength. Unit Size Quantity Weight Features 24 in. x 25 ft. 45 lbs • Two -layer wrap for grease ducts Roll (60,9 mm x 635 cm) 1 (20.4 kg) rated as a shaft alternative per ASTM E 2336 Roll 1 48 in. x 25 ft. 90 lbs (121 cm x 635 cm) (40.8 kg) • Zero clearance to combustible _ throughout the entire enclosure system for congested spaces 4. Typical Physical Properties • One -layer wrap for fire- resistive Blanket Color Weight ventilation ducts per ISO 6944 • High flexibility for installation ease White 0.9 lbs 0. (4.38 kg/m • Foil encapsulated for blanket protection, less dust, and high wrap strength • Widest range of penetration seal systems - 1 In accordance with the tolerances in ASTM C 892 Standard Specification for High- Temperature Fiber Blanket Thermal Insulation. 1 5. Performance A. 3MT"" Fire Barrier Duct Wrap 615+ has been tested in C. Thermal Conductivity accordance with the following: ,Btu - in. • W ' • ASTM E 2336 Standard Test Methods for Fire Resistive Grease Duct Temp hr - ft - °F m K Enclosure Systems • 500 °F 0.48 0.07 • ASTM E 119 Standard Test Methods for Fire Tests of Building Construction (260 °C) and Materials ASTM E 814 Standard Test Method for Fire Tests of Through- Penetration 1000°F 0.97 0.14 Fire Stops (537 - ASTM E 136 Standard Test Method for Behavior of Material in a Vertical 1500 °F 1.57 0.23 Tube Furnace at 750 °C (1382 °F) (815 ° C) ASTM C 518 Standard Test Method for Steady -State Thermal Transmission 1800 °F 1 98 0.29 Properties by Means of the Heat Flow Meter Apparatus (982 ° C) ASTM C 1338 Standard Test Method for Determining Fungi Resistance of 2000 °F Insulation Materials and Facings (1093 °C) 2.23 0.33 ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials ISO 6944 -85 Fire Resistance Tests - Ventilation Ducts D. Linear Shrinkage 24 Hr @ 2012 °F (1000 °C): 1.2% B. Surface Burning Characteristics (ASTM E 84, ULC /CAN S -102) . E. R =Value • Single layer of 3MTM Fire Barrier Flame Spread Smoke Developed Duct Wrap 615+ at 77 °F (25 °C): Foil Encapsulated Blanket <25 <50 6.38 °F- ft2 - hr Btu F. Design Listings Fire Resistive Third -Party Testing Services Rating Enclosure System Design Listing Description • Grease Duct Listings - ASTM E 2336 2 layers of 3MTM Fire Barrier Intertek 3MU /FRD 120 -18 48 x 48 in. 1 and 2 Hour Duct Wrap 615 +, minimum Rectangular • 3 in. (76 mm) perimeter and Intertek 3MU /FRD 120 -19 48 in. Round longitudinal overlaps • Ventilation Duct Listings - ISO 6944 • 1 layer of 3WITM Fire Barrier Intertek 3MU /FRD 120 -15 24 x 85 in. 1 and 2 Hour Duct Wrap 615 +, minimum Underwriters Laboratories HNLJ.V -27 Rectangular 3 in. (76 mm) perimeter and Intertek 3MU/FRD 120 -04 40 in. Round longitudinal overlaps • G. Codes and Standards 3MTM Fire Barrier Duct Wrap 3MTM Fire Barrier Duct Wrap 615+ installed per ISO 6944 tested Design 615+ installed per ASTM E 2336 Listings can be utilized to meet the requirements of the following codes: tested Design Listings meets the requirements of the following codes: NFPA 92A Standard for Smoke - Control System Utilizing Barriers and Pressure Differences, 2006 Edition - Section 6.6.2 NFPA 96, 2008 Edition NFPA 92B Standard for Smoke Management Systems in Malls, Atria, 2006/2009 International and Large Spaces, 2005 Edition - Section 7.5.2 • Mechanical Code NFPA 101® Life Safety Code ®, 2006 Edition - Section(s) 8.6.7, 18.7.7 International Mechanical Code ®, 2006' Edition - Section 513.10.2 International Building Code ®, 2006 Edition - Section 909.10.2 These are only partial lists for design listings and code requirements. For the latest code and approval information go to www.3M.com /firestop or speak to your authorized 3M distributor or sales representative at (800) 328 -1687. 2 • 6. Installation Techniques 3MT'" Fire Barrier Duct Wrap 615+ should be installed per the application design listing in accordance with the following basic installation instructions. A. Material and Equipment C. Preparatory Work • 3MTM Fire Barrier Duct Wrap 615+ blanket, 1 -1/2 in. 3MTM Fire Barrier Duct Wrap 615+ is installed with (38 mm) thick 24 in. (60:cm) or 48 in. (121 cm) common tools, such as knives, banders and capacitor wide, 25 ft. (635 cm) standard length. The 48 in. discharge guns for applying insulation pins. In order to (121 cm) wide blanket helps to minimize waste. install the duct firestop system, the surfaces of all the • Aluminum foil tape. openings..and penetrating items need to be clean, dry, frost free and'free of dust. • Minimum 3/4 in. (19 mm)•.wide filament tape. • Stainless steel banding material, minimum 1/2 in. D. Method (Two -Layer for ASTM E 2336) (12,7 mm) wide, minimum 0.015 in. (0,38 mm) thick, Note: These general' instructions for installing with stainless steel banding clips. .3M Fire Barrier Duct Wrap 615+ include a two -layer • Hand.banding tensioner, crimping.tool and wrap construction of 24 -inch 3MTM Fire Barrier Duct banding cutter. Wrap 615+ blanket applied directly to a grease duct. • Minimum 12 gauge copper - coated steel insulation To minimize waste, 3MT"^ Fire Barrier Duct Wrap 615+ pins used with minimum 2 -1/2 in. (38 mm) square material'should be rolled out tautly before measuring. galvanized•steel or stainless speed clips or 1 -1/2 in. The first layer of 3M Fire Barrier Duct Wrap 615+ (38 mm) dia. round or equivalent sized insulated blanket is wrapped around the perimeter of the duct cup head pins. and is cut to a length to overlap itself not less than 3 in. (76 mm). The overlap made by adjacent blankets • Capacitor discharge stud gun. forms the "longitudinal" overlap. Aluminum foil tape is • Access door hardware: four galvanized steel thread used to seal all cut edges of the blanket and any tears rods, 1/4 in. (6 mm) diameter by minimum 6 in. long in the foil scrim. This first layer is temporarily' held in (152 mm) with 1/4 in. (6 mm) wing nuts and 1/4 in. place using filament tape. The first layer does not (6 mm) washers. . require stainless steel banding. • 4 in. (102 mm) long steel hollow tubing to fit The second layer of 3MT" Fire Barrier Duct Wrap 615+ threaded rods. blanket is wrapped around the perimeter of the previously installed first layer of 615 +, and is cut to at • Minimum 4 pcf (64 kg /m density mineral wool or length; to overlap not less that 3 in. (76 mm). The scrap pieces of 3MTM Fire Barrier Duct Wrap 615 +. centerline'of the second layer of blanket should be • 3MTM Fire Barrier Water Tight Sealant 1000 NS, 1003 centered over the overlap of the first layer. The second ' SL or 3MTM Fire Barrier Silicone Sealant 2000 +. layer of blanket requires longitudinal overlap onto adjacent blankets of not less than 3 in. (76 mm). The • B. Storage second layer of blanket is also held in place using filament tape. The second layer of wrap requires The 3MTM Fire Barrier Duct Wrap 615+ and 3MTM Fire permanent fastening with stainless steel banding or Barrier Water Tight Sealant 1000 NS, 1003 SL or rows of weld pins (impaling or cup -head style). 3MTM Fire Barrier Silicone Sealant 2000+ must be stored in a dry warehouse environment. Pallets should not be stacked. • • 2 In accordance with the tolerances in ASTM C 892 Standard Specification for High- Temperature Fiber Blanket Thermal Insulation. • 3 • Figure 1 3 M?*4 Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems . . • 1 or 2 Hour Shaft Alternative Zero Clearance.to•Combustibles • • Telescoping Wrap Technique With Banding For Ducts.24 inches (60,9 cm) or Less 1. First Layer 3MTM Fire Barrier Duct Wrap 615+ 0 2. Second Layer 3MTM Fire Barrier Duct Wrap 615+ 3. 3/4 in. (19 mm) Wide Filament Tape 4. Steel Banding 1/2 in. (13 mm) Wide Min. 0 ILI Iry -44 . Typical for Permanent Fastening O 5. 3 in. (76 mm) Min. Longitudinal Overlap O \ 6. 3 in. (76 mm) Min. Perimeter Overlap System integrity is limited by quality of installation. 0 1111 �� ' si' p Ducts > 24 in. (60,9 cm) Wide Require Pinning on rg 'ate the Bottom Side. �� to Consult Current Independent Testing Laboratories (Intertek, UL) For Design or System Details. - ',,' • There are three (3) approved installation techniques for installing the 3MT"" Fire Barrier Duct Wrap 615+ (See Figures 1A,'1B, & 1C): 1.Telescoping 3 in. (76 mm) Overlap Wrap Cross Section View Figure 1A With the telescoping overlap wrap method, each 3. (Tfi) _ , (76 nem) • blanket overlaps one adjacent blanket, and each blanket has one edge exposed and one edge t -1 / 2 ' (38 mm ) I © O © 1 -1i=• ( 38 mm) covered by the next blanket as shown in Figure 1A. The visible edges of the perimeter overlaps all point in the same direction. � ��.mr, 1. One Layer 3MT"" Fire Barrier Duct Wrap 615+ O . 21 (53.3 cm) Typ. 2. Steel Banding 1/2 in. (13 mm) Wide Min. Typical • 3. 3 in. (76 min) Min. Longitudinal Overlap • • 2. Checkerboard 3 in. (76 mm) Overlap Wrap • Cross Section View Figure 1B With the 3 in. (76 mm) checkerboard overlap • - wrap method, blankets with both edges exposed 3' (76 rm.) — (76 M^) . alternate with blankets with covered edges, as 1 -1/7• (38 mm) ni 0 0 0 1 1 -1/3• (38 mm, . shown in Figure 1 B. The visible edges of the • perimeter overlaps alternate their directions and appear on every other blanket. �� I� 1. One Layer 3MTM Fire Barrier Duct Wrap 615+ O z, css� °m' T,y ' 2. Steel Banding 1/2 in. (13 mm) Wide Min. Typical 3. 3 in. (76 mm) Min. Longitudinal Overlap • 4 3. Butt Joint With Collar Cross Section View With the butt joint and collar method, adjacent blankets are butted tightly together and 6 in. (152 mm) wide collar of duct wrap is centered over the joint, overlapping each blanket by 3 in. (76 mm) minimum as shown in Figure 1. 1. One Layer 3MTM Fire Barrier Duct Wrap 615+ Figure 1C • 2. Steel Banding 1/2 in. (13 mm) Wide Min. Typical 6' (152 mm) 5. 6 in. (152 mm) Min. Wide 615+ or 20A Collar, 3' (76 mm) 6. Firmly Butted Joint • 1 -1 /2 (38 mm) + -+i2 (36 mm) • t I t 0 System integrity is limited by quality of installation. • Consult Current Independent Testing Laboratories (Intertek, UL) For Design or System Details. In all three overlap techniques the perimeter overlap can occur at any location on the duct. . The blanket is mechanically attached to the duct by steel banding or by welded insulation pins and clips for all three installation methods listed above. For Banding Only (See Figure 1) For, Mechanical Fastening'with Pins Only Filament tape can be used to temporarily hold the Insulation pins are welded to the duct in the centers of blanket in place until the banding is applied. The the overlaps a.minimum of 1 -1/2 in. (38 mm) from steel banding is applied around the duct 1 -1/2 in. each edge of the blanket, and spaced a maximum of (38 mm) from each edge of the blanket, and maximum 10 -1/2 in (26,7 cm) on center along perimeter overlap, 10 -1/2 in. (26,7 cm) centers. The banding is placed and a maximum of 10 -1/2 in. (26,7 mm) on center around the material and tightened so as to sufficiently along longitudinal overlaps. The blanket is impaled hold the 3MTM Fire Barrier Duct Wrap 615+ in place over the pins and held in place by galvanized speed against the duct, compressing the foil but not cutting clips.,lnsulation pins that-extend beyond the blanket the foil. wrap shall be turned down to eliminate sharp points. • Insulated cup -head pins can be used at the same Additional Pinning to Prevent Sagging of the Wrap spacing requirements of the, insulation pins. For Ducts 24 in. (60 cm) and larger in width, additional NOTE: Support hangar systems do not need to be pins are needed to support the blanket on the bottom wrapped provided the hangar rods are at least a horizontal surface and on the outside face of a vertical minimum of 3/8 in. (9,53 mm) diameter and spaced duct run. Space pins a maximum of 10 -1/2 in. a maximum of 60 in. (152 cm) on center along the (26,7 cm) apart in the direction of the blanket width, length of the duct. Use a minimum 2 in. x 2 in. x 1/4 in. and a maximum of 12 in. (30 cm) apart in the direction (50 mm x 50 mm x 6,35 mm) steel angle steel support of the blanket length. Refer to paragraph below for channel or SMACNAequivalent support system. more information on Mechanical Fastening with Pins. 5 . • • Figure 2 ■• . 3M Fire Barrier Duct Wrap 615+ �� • • Commercial Kitchen Grease Duct Systems • 1 or 2 Hour Access Door System ▪ 1. Access Hole ��� 2. 1/4 in. (6 mm) Dia. All Threaded Rods > l/j� 0 3. Access Cover —16 Gauge / O 4. Insulation Pins — Welded 5. First Lay Wrap er 3MTM Fire Barrier Duct Wra 615+ Cut © © Same Size As Cover O o 6. Second Layer 3MTM Fire Barrier Duct Wrap 615+ O r with 1 in. (25 mm) Overlap On All Sides 7. Third Layer 3MTM Fire Barrier Duct Wrap 615+ with 1 in. (25 mm) Overlap On All Sides 8. Speed Clips 9. Aluminum Tape Covering All Exposed Edges System integrity is limited by quality of installation. 10. Spool Pieces For Threaded Rods Consult Current Independent,Testing Laboratories 11. 1/4 in. (6 mm) Diameter Wings Nuts (Intertek, UL) For Design or System Details. • Access Door Installation • Four galvanized steel threaded rods, 1/4 in. diameter (6,35 mm) by 4 -1/2 in. to 5 in. long (114 mm to 127 mm) are welded to the duct at the corners of the door opening. Four steel tubes, each 3 in. (76 mm) long, are placed over the rods to act as protection for the 3MTM Fire Barrier Duct Wrap 615+ when fastening the door. Four insulation pins are welded to the door panel for installation of the blanket. One layer of 3MTM Fire Barrier Duct Wrap 615+ is cut approximately the same size as the access panel and impaled over the insulation pins on • the panel. It is essential that this layer fit tightly against the wrap surrounding the access door opening with no through openings. A second layer of 3MTM Fire Barrier Duct Wrap 615+ is cut so as to overlap the first layer by a minimum of 1 in. (25,4 mm). A third layer of 3MTM.Fire Barrier Duct Wrap 615+ is cut.so as to overlap the second . layer by a minimum of 1 in. (25,4 mm). The third layer is impaled over the pins and all three layers are locked in place with galvanized or stainless steel speed_clips. Pins that extend beyond the outer layer of Fire Barrier Duct Wrap 615+ shall be turned down to avoid sharp points on the door. The insulated door panel is placed over the threaded rods and held in place with washers and wing nuts. The details are shown in Figure 2. 6 Figure 3 3MTM Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems 1 or 2 Hour Through Penetration Systems 4 -1/2 inch (11,4 cm) Concrete Floor or Wall in" 1. Floor /Ceiling or Wall Assembly' 0 0 III 2. Duct • 3. One or Two Layers 3MTM Fire Barrier Duct Wrap 615+ - -- . r i -- 4. Banding or Pinning • • -; 5. Packing Material 6. 3MTM Fire Barrier Water Tight Sealant 1000 NS, 3MTM Fire Barrier Water Tight Sealant 1003 SL, or 3MTM Fire Barrier Silicon Sealant 2000 +. For Wall Assembly Apply Sealant To Both Sides of Wall. 0 3MTM Fire Barrier Water Tight Sealant 1003 SL Not Suited For Wall Applications. • System integrity is limited by quality of installation. • Consult Current Independent Testing Laboratories (Intertek, UL) For Design or System Details. Penetrations When the duct penetrates a fire rated wall, ceiling or floor, an approved firestop system must be employed. Figure 3 illustrates a typical condition. To firestop the wrapped duct, follow the installation parameters detailed in a compatible ASTM E 814 tested through - penetration firestop design. Note: Through - penetration designs in which the duct is bare where it passes through combustible or limited - combustible construction (e.g. gypsum walls or wood joist floor - ceiling assemblies) are appropriate for ventilation duct scenarios only. It is not appropriate for bare, uninsulated grease ducts to pass through combustible assemblies. Through Penetration Systems Intertek Testing Services • ASTM E 814 Sealants Fire Resistive Design Listing (former Description Firestopped To Rating OPL name) 3MU /PH 60 -01 FS 557 W Gypsum Wall Duct Wrap 3MTM Fire. Barrier 1 Hour Water Tight 3MU /PV 60 -01 FS 558 F Floor - Ceiling Duct Wrap Sealant 1000 NS 3MU /PH 120 -14 FS 559 W Gypsum Wall Duct Wrap 3MTM Fire Barrier 3MU/PH 120 -16 FS 563 W Concrete Wall Bare Duct Water Tight 3MU /PH 120 -17 FS 566 W Gypsum Shaft Wall Bare Duct Sealant 1003 SL 2 Hour 3MU /PH 120 -18 FS 568 W Gypsum Wall Bare Duct • 3MTM Fire Barrier 3MU /PH 120 -29 FS 579 W Concrete Wall Duct Wrap Silicone 3MU /PV 120 -06 FS 576 F Concrete Floor Bare Duct Sealant 2000+ - 3MU /PV 120 -07 FS 578 F Concrete Floor Duct Wrap For technical data and properties of 3MTM Fire Barrier Water Tight Sealant 1000 NS, 3MTM Are Barrier Water Tight Sealant 1003 SL or 3MTM Fire Barrier Silicone Sealant 2000 +, see separate product data sheets available from your 3M representative or go to www.3M.com /firestoo. This is only a partial list of design listings. For the latest information go to www.3M.com /firestop or speak to your authorized 3M distributor or sales representative at (800) 328 -1687. • 7 7.' Maintenance 8. Purchase Information No maintenance is required when installed in 3M Fire Barrier, products are available through a _ accordance with the 3M Installation Instructions. network of nationwide distributors. For information ' Once, installed, if any section of-the 3MTM Fire Barrier • on where to buy, go to www.3M.com /firestop.. Duct Wrap 615+ is damaged so that the blanket - requires repair, the following procedures apply: • • • The damaged section should be removed by 9. Safe Handling Information cutting the steel banding or removing the clips holding it in place. Consult Material Safety Data Sheet prior to handling and disposing of 3MTM Fire Barrier • A new section of the same dimension should be Duct Wrap 615 +. cut from a roll of 3MTM Fire Barrier Duct Wrap 615 +, either 24 in. (60,9 cm) or 48 in. (121 cm) wide. • The new section should be placed and fitted ensuring the same overlap that existed previously. • The steel banding should be placed around the material and tensioned so as to sufficiently hold the 3MTM Fire Barrier Duct Wrap 615+ in place. • If the blanket has not been damaged but the foil has ripped, seal the rips with aluminum foil tape. • • Important Notice to User: • Product Use: Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application. Given the variety, of factors that can affect the ▪ use and performance of a 3M product, user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for user's method of application. Warranty and Limited Remedy: 3M warrants that each 3M Fire Protection Product will be free from defects in material and manufacture for 90 days from the date of purchase from 3M's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If a 3M product does not conform to this warranty, the sole and exclusive remedy is, at 3M's option, replacement of the 3M product or refund of the purchase price. Limitation. of Liability: Except where prohibited by law, 3M will not be liable for any loss or damage arising from the 3M product, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted. • Building and Commercial Services Division Please recycle. Printed in U.S.A. St. Paul, MN 55144 -1000 ® 3M 2009. All rights reserved. 1 -800- 328 -1687 98- 0213- 4605 -5 3M.com /firestop 08/2009 rev° 3M is a trademark of 3M. • [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]