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[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] M6CZ0/O ov /a -. .. ,. /5 3340 S-f / f a6 tlwy • UNITED ENGINEERING, INC. Consulting Engineering * Civil * Structural * Environmental Engineering * Planning ■ . + . 922 N. Killingsworth St. - Suite: 1A Portland, OR 97217 USA Telephone : (503) 289 -7775 Email : jaimelim @asianreporter.com Fax : (503) 283-4445 . NrG - ' . I .11111111111111111111111. MIIIIIIIRII___ ___ sil _Ai L. I . 1 , is L ii..i L si i■i_ � iiii. O i uis ii. ii - Ii i ■ = = . VIII iii i I1Uhuu!IIIfl!iuiLU ■ ... ■■■ ■■ ■ ■■■ ■■ _- T • , ..... .Wmrag.; pig _ ■__�■ ■1■ Mall 10•11111•1111111•1111111• ■ - ■__�._.. C ■ ■■ 1.■ ■ ;� ■■ ■■■ ■■■ • - ■__�LII /. ►. IV I. �� /II��III �If /�I�! r � -. �s �ri /ice ■ ■ ■ ■ ■�� • • 11111 4: ■UN ■ : _ II I 11 1 • I ! I ..... 1111 ._.... 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(FULLY ■ ∎ —, WELDEO P11T1 D CORNERS/ RSP i25• 1111 „: 1 � FL EX O YE DUCT i I I o RAw f0 YEW Raw TO v6w7 1 to • ON RDOP LW RDOP S • c CAPT% E JH .. 7 F CAPTU-T , ` a • • PRO.•87H FIRE - " r, = N W 11_1. 10 — Q DUCT MOOD CRAP ucte io @1I TYPE '! ? �\ I/ VI PRDvIDE a Ann 9IM I � � r w • • uRnP rot RATIFY.. j F �� 2 KVL GR HOOD 510E AND PLAN VIE Ann i�FPA 4 LOCAL 0 O SCALE. NO SCALE • CODESP- RDvIDE II . M OUCH A5 Xi on mum! � i • ` MODEL: KVL• I II FRYER HOOD ca • ''. - • 2T o Tr o ► ./► z 6d 6d T , 0.5 • — r- 8' 31,5 j L DC API. MP. E ■� • 41d GRIDDLE 5• a L _ = I RS + i „• O -�— 71 O O I ,wr! I _ ____ FLOOR ___- = =_ . . '_ I 3S I O • O O D O Y . FIRE WRAP OPTION 25 DE9J u ./§.'rE -11 . (IF ALLOWED B7 LOCAL GO 1 / �� TRANSITION 6 a 'i KVL TYPICAL INSTALLATION I-,G - I _ 54---.1' li- .�/Tw� w( �A` l•�`. C..y,. 9 • I _ I UP•DLAST ExNAUST FAN ON ROOF / I 3 FRYER HOOD 510E AND PL VIEW Q8 d - O SGALC.ND SCALE Q O YY ^ �P11a C O - 1 N CED SIDE CF CuREI o it:. fi - FEi4 40' TO FRONT OF SLOG. - _ 1= • C = pp z W GA. GAL V. DUCT ! o U' p T 3 = ° � IEOLED BY OUNER INSTALLED MITERED CO ELY Pic. (FULLY EWA • I U d N s o RCOCORNERS./ . u d a ��1 1 ∎��� ∎ ∎∎ �� ����,. i P FAN I NFORMATION TABLE < • i YY l 8 r �� • ' I Flex Doti FLEX DUCT I 7A0 EP -1 Er•7 9P•1 eP•2 Q L • — _ RAN TO VENT RAN TO VENT _ — _ OTT 1 1 2 2 • o F } • • ON ROW ON ROOF E VBS GRIDDLE FRYER GRIDDLE FRYER ca s • CAPIIRE•Jei • CAPTI3IE•JET i ENMAUST exNAUST BRIT LY SUPPLY 1 c j F ■ FAN caw CM 840 000. 47s • 400 - B i — SPUIG. r F r P rn�� I SET OF 314• GYPSIl1 t� • � FAN RP 1 75 -wp HE FA 1400 1315 00 2460 'Ail ul BOARD (mama:. THE .49SfICJ�11ON i . � i 10 N WAR 747WA1iS VOLT.CYlPN 120/60A V60n 120/60A 0l60n • 00/ 00l60n 00160n pn r te/. _ u VBRt BACK 81DH ' F1 F• FJFLA. 1113 1D 733 2J .7 . • OP 1.54!• U•E . 1-1/4. S• era 0DEl 11..C. D ILA ; KANALFLAKT KAR KT • O • DEEP ]S n5G GALV. I ell i ' UD - UDCA•D S. KIOxL KIOxL cr METAL STUDS AND RI f / i SPEED CONTROLLER SPEED CONTROLLER i BERS Raw 1 -V4• TYPE ACCESSORIES OBGD3N RC RC, OBGDx.. GFLaV1TT NTAKE KINTAKE KM K NT GRAVITY TAK! S REUA SPACED O• ' I ' DUCT ADAPTER OUCT ADAPTER UV RC 4 PF 10/ RC 4 PP O 7'ff C. PER TER O OC. '_ - FIELD TAT/4 ID SE JOINT ' I WEGN 17 T /LDS. 0 100 M M 7 I OR R MESN T I SCREWS OFFSET 4•. - ' "O7QS INTERLOCK LOOK IY SF.1 N1ERL(iCK av SFa . INTERLOCK RLOCK uv MI NTER;OCK L I UM EF•J FOR MORD INFORMATION COKR U.4714 C DS • NON -FUSED eERNCE DISCOw4ECT RC • ROOF __ CONTACT MARK MCGRATH I ESH T ND A wD PAPER ' APE. AND GD . one Ase COx FF . PERMANENT FILTER! ecTEUNeADe NTN JOINT ,D, TTPIC.L p NVR0 . 14NGED•VENTED ROG0 CURB ® H17 CO. w All4 SIDES 60 - 6 O. ' I ® 800- 772 -5452 � 1 D K eTWeeEN ROOF DEC HOOD INFORMATION TABLE I� 1 APP APP. ' I _ " AND N VE (YL L i .1000 FI LTERS TYPE I LIGHTS DUTCH PAEL CEILNG CLOSURES PURE SYSTEM 01 . 4 DAwK GRIDDLE III i NO. OTT M LEN OTT TYPE LOCATION • OF SW O TCNES LEN; • OF ROES TYPE DESCRIPTION • i FRYERS • I . I GRIDDLE 3 LY 70• KeA - I 0 i • 1 I M. R • J4• ) PIPE lNO221E8 • IU 425 Q' + I c I 'FLOOR I ' , FRYER I D O• K'�A LEF lI / LIGIlT 34• 3 IZ • • i 3 D 7d 14000 (1) FAN R.102 DETECTORS ORS t'j I I Q ___--________ -___________ HOOD INFORMATION TABLE IO Z . 1 I FIRE CHASE OPTION AIR FLOW REOJIREMF34T5 • 1 o n0 0EL LEFGTN OTT S E�wAUE1 COLLAR ��I�Q� (IF 4LLOWED BY LOCAL CODES) L W N MATERIAL EXHAUST STATIC PRESUIBiE aYY Sue T el me r Pee TSOtCIR° 'SIZE L W ITOTA SUPPLY COLLAR N000 L) !SHEET TYPE } ` I L W at fiOTa - C • - - b G4 304 S1 GRIDDLE KVL 1Y I U• 33 • 42• U I0 6& 304 ExpOSED 040 .34' I 9• S• !O• 1 l• 1• DO LDS y OI EXHAUST DUCT /HOOD SECTION b 204 5A FRYER KVL V• 1 V• 33• q• 900 �]• 1 9' 6• 315 l0• I T 1• Asp LDS C SCALE. NO SCALE 1 UaERE ExPOSED _ _ _ _ _ i I DWG: 1 r r p 1 r 1 qv .roa '` p' . Summary Page Hood Test Report � �1 . Project: TIGARD, OR Project: TIGARD, OR I c•w t_e,,,, Project: TIGARD. OR System: Location: - - - Design Aalual Duren Aohal RTU-I GAOe Hood The dale prowled a this report h an ..eat record of flee protects system prlarmohee on tht teal dote. Data Noe obktnd to moo:donee with A.A.B.C. Standard Preeeds,ree bf Supply Supply ChM a certified A.A.8.C. TeoMkion. Arty variances from design quantifies thkh aimed Derbies AP A.AAC. tolerances are noted Throughout the report. Exhaust au Supply S.P. TM eta dlstAbution entente nave Morn kited and balanced. and final odjtotment lava been made. kir flow rates were balance wspecified tbn specified lokromes. of -S to •102C RiW2 Irmo.. S.P. d - - - - ale didrm,nln and 0 to •SX on exhaust. Supply VT War enty MOMS to one (1) year from TM date of the float test. Waldo M time me Outride Air rrya Hood Z Is R, frame any discreponoe, ambiguities. or embal found within this report r10 be S Cy O k m. retested ed)uated. or balanced as derma neoe gory. Dh a drepanalre. ambiguities. to melsseno wen require wfaten ndf.aton. warranty catifleoies Dee evae st oal upon reque. LI -t Exhaust CfM S Er Soppty S.P. fr Sr - femme S.P. p SF-2 Z REMARKS: to Submted by: Sr 1 • Sr 2 • RID 10 /A • RTU 2 0/A - ET I - If 2 a j cn —. • • - t,, I Tat and Balance Engineer: The atom to POS/HEO (alrcte) A ClIf — Remohs: SiOndt!rot Remarks: Li I- < Dorsi' 0 Registration Humber: tJ � �/< Seat Z T N V Technician Herne: iechndolan Nam.: Ted Date•. • Teat Dale: t R g IVEt a L J L J L I �Id(3ll ;1 r 1 r 1 y g a el- II 8 Y ROOF TOP TEST REPORT OUTLET TEST REPORT Project: TIGARD. OR Project: TIGARD, OR o O o System: System: Y t' I • Nrt DATA TEST DATA Design Aalua De,DeI O = : ? P vx u _ Design AN P reliminary Ma Ala Percent of a 1 . i Make Total LEE / CfM Mr Cfb CCM Design 01- n : f� to .0111% Serial / Return AN CAM. O s w YiC Fat Lee Serial / Reten U. C.F.W. U V fan Lowe Mee Des. OB Des. WO Act OS Des. WS 0 Yx= • Was/be I Outside AM Temp v. Sp ' g gf St V d . Cie ir/SDe Return Air letup S T`f �trG Time Cl bid Entering Air • ob./4•P. Leaving Ate Temp O 6t! _ Ale Da Tan) g y x,55 (MOTOR DATA TEST DATA Dsdgn Mud • a �S N.P. Make/rron. I • .. Valk �J 9 U a Snipe NOM R.P.M. Fan R.P.M. TM TM R sheets shall be ca fawn Me drawings and dupeoand as � I O fdb//lm /NNh Design Wm! t1'P d a data Melds mad be rue T h e ttn a o nolkn and data rntual V legible printed handw report shall be few (d) mph.. certified. and bound. Reduced she dre.igp mud be Included F.L hops /if. Total S.P. In the final TAB report. Sheave Hoke External S.P. Sheave Hader / Oheharge S.P. Z a. aea/traa I Suasion S.P. I beam Opedkq Okndw fetes S.P. w Cob SF. REMARKS: W — Ct 1E 0 o c( ci 0i W e I!! VI outlet Totals Z 2- ~ 4 = REMARKS: O V) U SS (4 sn O in Ri $ T eehnkkn Nome -. TeehMetan Nan.: e SHEET 2 P TM Dale: Ted Dares Wg M 3 L J L J 1 nest- t aNgrigAb ell32,11/LAS i Pe:IP "4.E (- 1 r 1 r 1 QT, mew r. i :>.4............". g FAN TEST REPORT VELGRID REPORT Sonic Olive-In TAB Procedure Project: TIGARD. OR Project: TIGARD. OR COO I u..•••• ■•.•,.... I 1 - no ears sysleen nual by fully operational: Ou Mee deor. aimed. RTIM running. outside I fan I System: es hoed. installed. Men lantana. baton. dampers holy open. a whets Mesa. Location °migrating dm 3-were diffuser.). exhaust fans running. proper EF le groom due hansktors bleated. warm fillers inealled. and supply fans running. Santee lean I I filler Area I Design Actual Manufacherer Helga se. ft i 141 I Ic-FAI 1 1 vet. I Ics.141 o. Roof To Unlls 1.1 Renod an teal data. neater &fa. and design data on If.. Roof Top Report Model # elmfe. Serial • 1Pestiteni 1 121314151e171 1.2 Se t the *adds a volume dome to design. 1.3 Ram the etas in cooling mode It the meson on... Malec 1. ft. Rena a of the outlet. mina a earibrated flemhood. Regard as prearnbuny on - the Odle Test Report shorts. • 11-R./R.RA 1.5 Proportion the mines lo the assign flow rates. Votts/Prome/Herle I I 1•• Adjust the RTUs is darer Mega otr flow. 1.7 ewe ea et the eettes. Make adjustmenft as mammary. Record tine Ul T.L Anips/Seniee rooter readings on the Chrget Teel Report sheets- Z _ LB Record a oeualpe•fonnano• data on the Real Top fee Report Made- o fan Sheave Make 17 fheave Otanalerillont I I 2. Exhauel lone (Reel Roonts) on S 1.1 Record oft fan dam. molar deo. anei design data on the F en Ted Report 5 u• Motor Sheave tide sheet.. n: Molar ve Dlorneter/flore I I 2.2 Read the exhaust gale. Shea 1.3 Record the fennel Inlet volume on the fon Tee Report sheet. 0 Z Malec Sheave Mode /I 3. KTIcha Hoods (Halton) < Operattng Olorneer 3.01 Record a fan tato. motor dale. end design data on the Tan Teel Report to Humber shed of Beits/Make/St 3.02 re I I I I s. Record fto skdlo preset. at the test pods using a dlant manornder. t...r a I 3.03 Plot Die static measurements on am manufaaturees come provided In these Cattalo. Olean.» Ul I TEST DATA DESION ACTUAL DES1011 ACTUAL 3.04 drawings. Adjue the exhaust new of the exhaust tans. - I Wed C.C.S'. 3.Els Reread the Walla and eat on rho *permute. anna. Maks eelnamme ne 114CeS1414". fisfmaL fast R.0.11. 3.06 Record Ni eshouet nes rates on Me Ton Test Report sheets. 3.07 Record the •chouct flow rates on the Hood Test Report sheet. W Total Stade Plasm. 3.06 &Qua the super f um at the Ion speed contraller. < tigscharge SA/Sr-aeon 3 I I I I 3.09 Reread the giallo. Make arflustrama on mouser,. Repeat. 3.10 Record the supply Mee rates on Po Tan Test Report sheets. 0 %emir 3.11 Record Uwe supply new rate an the Hood Toni eeport sheaf. Toted F.R.M. I # of Readings I Average attladly Duet *too 2 <K,«<xl< Amperage g Remarks: - C\ e! I REMARKS: V / I 2 V 5 5 - u u a 1101T.: 4 4 44 The Teal Repo.1 shears shall se out frorn the drawings and duplicated as needed. All dedo fields mart be Riled In. MI Informallon and data must al Teohnialan Mame: Technician Heron be typed or In legible printed handwrIllng. The final report shall be four z (4) copies. cedilla. and mad Ramoo elm drawings nate be lnaluded Ted Dan Teel Date: In It.. Unal TAO repent t §E PA a 1 "II S lal w 1 • L J L J L J 1 1 1 r 1 I 1 a 0111 1 RECTANGULAR DUCT TRAVERSE REPORT ROUND DUCT TRAVERSE REPORT i 1 1 KvL doefal Scrimping of The Copfurrmief Hoods fated re N. in Moore Mendel I Project: TIGARD, OR Project: TIGARD. OR . A ,..., (e. 4,0) tc: 6 I . r 0 ! System: System: I ' co i s k I 1§g i and eceuratety and xhaust air flows ore relit Dud Area - Wean Atha She - Dual Am. Design *dual The eopturelet e detennined by 0 C t i re zg I Kept: .. — vet I le.r.e.1 I Vol. I IC.TA a LI Se. ft e C.T.M. Vet. C.f.r4.1 malt flosttion 1 2 3 4 3 6 7 0 9 10 11 12 13 y measurtng the pressure ditto..... front the TA.13. peels mounted In each plenum. It Corresponding ilk flaws eon be read from CC A 5 § ca lig u / g ) 0 frostIfeni 1 I 2 I 3 I 413 1 6 1 7 1 6 1 9 1 10 1 11 1 11 1 13 1 1‘I // the 41.5.011.. peadela In this raideg. 5 i 2 YEI! _ - - , MIN MI '0, g 6 l'ot .- 1 W. =I 7S' Nam= Ham se 0111 - Rl„g s SEMI Ell ..fe .... Mal i A o 4 • NENE IN "(:)" I/11=1=11== Z 1 i id ■ Ell - . ' 7 . i 1- Re 1 AI e T ' I EM=11111111111======11111=== -.- ,- Ceplom-Ja Oh - SO do e .21 (Wes 11,0) a j'adi I ci ° , , . iz. „ , •cIIMIIIIII I a ....„" . . I. .11:10 .. _ II ME Jr l' 12 .. Mill 13 MEI NM -- an SA ea Me ND Me an imb me Me tial Z 14 1 I 13 W 6 72 (FRYER 11000) > kl 1 I Told T.R.M. • et Readings Average Velocity Dud Area C.f.kt. Tefal f.P.W. i .. Jr (:). . '.. _ 0 Ct g I . • er 11404tinQS AverOQG 14104111 I D1.1C1 An.' • c.r.e. .3. ...11.1.M.• . @ i I • I ?-: Remarks: Remarks: ■ sr ... ..... Costere-Ja 0 - 48 the • .21* (Cam NO) (.." .2 1 c r r w I § r I I , e •- ..., . - - i s u") - 2 . I S 0 I !li 4 4 1 44 sr • ••• • • • , 1140 Ls) ; z Technician Hamm Technician Hamm I I SHOE T 1 Teat Oslo: Tout Dom 1 - e„ i , ,..... L J L J L J 1 M4 1 i I I IlZ lowc.: 1 . 1JL:AVMs W:NAAS O - GAS NQ .,a�1 W MAPPED INSL•7104 COrlRFG r x m 6140E E A -8 OS i `/ mom �\ MOO RO►D Ma / GALVANaD ROD ROAD 98.11 EI 1EIK OLCI Y// QPiVRT STRIA UTM MADAM K """ , ,�`" /� ' ROOFTOP UNIT SCHEDULE �` ta5> o 1 oKOarn .auE COITR,. / RWAI KM CAr DIAPER L000 MO P• 1:10 • Aa FCLLATED RAM Ir FORMA AFTER JALMC1AL. n j �� � 1 RCktal! QCI k ��� 01n6dE A NI [ Co/ c420400 I■G CO 68.41 ELECTRICAL APPAOec REIUpl1 I t+ts u _E._� . C,� pi ('I.I�II�I�I' I_ ■ Sr RMW DIRECT .E EAT TOTAL 7ENS0lI "!L EMT Mt v, PL 217 Ki IC? EER t0 I' / t\ AS CQ74T 11W ITT IS camel i5W U man F81YW (BUD µ1t P (MPS. OUR F bI.AtEO SPRY MCI 18 I ■r A■ ■ {�i h Rnj.t I , LEwox L en "" so, ,oeFa+o �� VD (AHCFI4CT G ° ��T RM.7e50 S00 ro O BOAT �DOO ewe 1!O ION G. FOR toe 7 R o SO CU R7S 1-S FROTECTNM CCU o�'� Ole \ FRIAME l " 1p ITT 21Y "hi . '� 'l RNLI 4 , L[MIDR RN.7000 N.TIRAL ?OS460 AP Cams ABC �, ALT! T MIN RFY1ewCT rt RM.7eso SOO ro 0.15 60+1 10000 *1503 GA, SOMA O7 TM COAL 1 4 'A SL b7S 1.S L G ALL NW b1M MATER MWIS. �i OAS FRED WEPT M NlAILR• h4 C REP.R(PJ Rry•I 4 I YOFC D 1l.JODO S O aU sao 6 600 0 * wT 00 YON M rem SO" AO So IS 660 1.e L PRONDE Al REx10LE OICT Ca ECIOI . Ism OR 4WNW DR L MO CAINE IBERIC A \ AALTERNATE we. mover ROO• R ,650 OAS 7 TIP RExtfLE DYCT Ma .610.R6 TAE IIRLATgI OrER TNi GRAD RAC Mu Al ADDIIOUAL ORA60A S. \ Fe1SED ROOK N 2. PROTON WADIES CI MAO FETAL OOCl P 401AFGER, S. PI10W10E MOM 4• COLLARS FOR ATIAOTEN4t O THE RUBLE QC1 TO M 10.10 COCA, p 4.06 AND D N 4.DARS IUROUND D R0 Can SEIL ATM TO MO AND PROW! TIDE FOR FBLAIHOI OKRAP, s O DIFFUSER CONNECTION DETAIL (1) /NH, DIRECT VENT ' a L PFELERaED RN HTMaFIIC1IR[R O LD ■Z0.rORL O µl APARDY[D KT[FN4tG COIIACS LOlm[ COM.IEIOOIARfEW NJO AC1 7.IOIf157 W11OL SIriIST•e765t OR rOFK 1(fE RlA71O/K CORP. *INC ISE Ill AO6••n {Sfv 10 p h0 SCALE. NO WALE SCALE. NO SCALE WEND( 84104 we 8 POST MPROF7SATE Fop TOR E. W MAKE 616E TA C I ASK FOR SAS IECd11ATED RACE. Z MONDE 0MOE PRINPARiAOLC 716RMOSIAIS lam 70 LLROt AOErLCLL MOO .84140 L MAT RN RCM Senn PEAOR6. TJ1A1 TIAALA %AK READILY ACCESSIBLE F7AWIL MER000 THAT ■ LL NUR TO 1K PIQS[TBAOC at Q SArtUN oO SO II COLLE W DO REFTIOGRgREi f MONDE LEIFCOMOET■ELL I SiC'O SSCO DOWSE FOR 7 STAGE REAMS µC 7 STAGE COOLS A O ECONO'10fR COMA. CO AS 0.4060.40. PRWIDE LOA06 LCxM RASTC COYER • HVAC/ EXHAUST/ I VA NOTE/ • 1 PROrDE IDOL MOLAR la ECOOffeR MTN main PA71t1A1 C64 AS CREDLLED. MONDE YIN rw UACTLFERS ABLER R ExNN maw S maw SEEM RESTRAINTS OCR EACH RIU LI■T, AM i STAFFED OWED RING ORAeDG 10 O 6HC( . MEINOD a RK •INCIC RN TO AXE. ] GDERAL comma TO COOFCNATE DON CANER AS TO 010 LILL BALANCE TIE 4. ED Alp ,EOH.ts WARY ACCORD TO 210011_ COOS. LOCAL ORCMLS to DCTERtE e ROOFTOP t * 141 SCREDR6 Ca6TRAMS MT. A O =NWT RW M AFACTU ERS TOW TERN( APPRIPRMie TOM. 10 R'EEI MR LEEDS. LA EMIR! II &want. AND TOM 1771110% ace viatica 110 aLrc6 b CaleaE0 AIR BALANCE 1 RWS 6X0.21 TREE. A -,AO7, CI M SIA OAPO M• ARIL TO REOICE NO, a ROL LOLER C16B MAT a ICED TILESE AL CNIKL! BY LOCAL CLOG Cl OBR TAR RN RWFACTIFER FOR AIALMA -I ORB NM 40 W LARRY EfCRTIA1O1. AMEN IS E(TRE3Ylr acme. 10 PROPER RICTO06 a ALL REFERENCED DOS. AN (I ALI 1O SYs1EM 11x1 NM BE ACCEPTED OR /LLCM. BALACW. MARC OYIGIDE EIG4AL *. ML T ALL FILTERS SL a WOO ream t OR [Cm , 0 WOO FOR RERAN AO MINOR AR WT !1 ; WRAC! 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FASTENERS SPECIFICATION & DESIGN MANUAL Vertigo`" Vertigo Rod Hanging System Q N PRODUCT DESCRIPTION V cc SECTION CONTENTS P age No. Vertigo is a one - piece, all steel threaded fastening system for suspending steel threaded General Information 137 Q rod vertically overhead in pipe hanging, fire protection, electrical conduit and cable -tray = U applications. Vertigo can be installed in a variety of base materials including steel purlins, Installation Specifications 138 V 2 LAJ bar joists and beams, wood frame columns and beams, as well as concrete ceilings, beams Material Specifications 138 2 a and columns. Performance Data 139 Steel threaded rods in 1/4 ", 3/8" and 1/2" diameters can be vertically suspended with Vertigo. In wood and steel base materials, Vertigo is also offered in a side mount style Ordering Information 142 for lateral installation of 1/4" and 3/8" diameter steel threaded rods onto joists, columns and overhead members. For all steel and wood Vertigo fasteners, a universal Vertigo Socket • Driver is recommended to provide proper installation with a screw gun or hammer drill. Concrete Vertigo fasteners should be installed with the appropriate size standard drive -- . sockets and adjustable torque, battery powered screw gun or hammer drill. _ 3C GENERAL APPLICATIONS AND USES Steel Vertigo • Hanging Pipe and Sprinkler Systems • Suspending Conduit and Cable Trays • Lighting Systems and Overhead Utilities • HVAC Ductwork and Strut Channels • Suspended Clings • Mounting Security Equipment 9 tY ` W....� FEATURES AND BENEFITS • One system for all rod hanging applications in steel, wood and concrete Wood Vertigo • Ease and speed of overhead installation • Lower in -place cost, when compared to beam clamps, lag bolts and dropins Y . • • Steel and wood Vertigo can be installed with an screw gun or hammer drill , • • ,.. ' • • Concrete Vertigo can be installed with an adjustable torque, battery powered screw gun or hammer drill Concrete Vertigo • Side mount versions available for steel and wood Vertigo (Wedge -Bolt OT) • The universal socket can be used for the steel and wood Vertigo APPROVALS AND LISTINGS ANCHOR MATERIALS International Code Council, Evaluation Service (ICC -ES) ESR -1678 (for concrete Vertigo only) Zinc Plated Carbon Steel Factory Mutual Research Corporation (FM Approvals) File No. II 3015153 ROD/ANCHOR SIZE RANGE (7YP.) Underwriters Laboratory (UL) File No. EX 1289 (N) 1/4" to 1/2" threaded rod for Steel GUIDE SPECIFICATIONS 1/4" to 1/2" threaded rod for Wood CSI Divisions: 03151- Concrete Anchoring, 05090 -Metal Fastenings and 06060 -Wood 1/4" to 1/2" threaded rod for Concrete Connections and Fasteners. Rod Hangers shall be Vertigo anchors as supplied by Powers Fasteners, Inc., Brewster, NY. SUITABLE BASE MATERIALS Steel Purlins and Beams Wood and Timber Normal- Weight Concrete Structural Lightweight Concrete Hollow Core Concrete Plank Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673-7295 or (514) 631 -4216 www.powers.com 137 ?owers. Vertigo"" SPECIFICATION & DESIGN MANUAL FASTENERS E INSTALLATION SPECIFICATIONS Z 2 Steel Vertigo ` n = D Point Style #3 #5 Installation Guidelines 0 Z Self Drilling Range 0.036" (20 gage) — 0.188" (3/16') — When installing Vertigo y A - .a - a XI n 0.188" (3/16 ") 0.500" (1/2 ") fasteners, eye protection ,, • . : '. ;. , '. r N D Screw Size (UNC) 1/4 -20 thread 1/4 -20 thread should be worn as a . • . . _ r' Root Diameter (in.) - 13/64 13/64 safety precaution ms �, , 4 Thread Length (in.) 1- 3/16" (1 1/2 "screw) 31/32" (1 1/2 "screw) If pre drilling is required 1'• Flange Thickness (in.) 1/16 1/16 (certain types of wood :s truss/wood joist and all Drill Speed (RPM) 500 - 1,500 500 - 1,500 concrete base materials), select the recommended Install with universal steel and wood socket. drill bit type and diameter. For Concrete Vertigo only, • drill to the appropriate embedment depth, adding at least one diameter (1/4" to 1/2 ") to the drilling Wood Vertigo depth to prevent the tip of the fastener from running Screw Size 1/4 Thread Forming 3/8 Thread Forming into a dead end at the rear of the anchor hole n u • Pre drill Diameter (in.) Select the appropriate Concrete (if required) 1/8 1 /8 socket driver for the • anchor size and type to be . n -I j • ''• Point Style Type 17 Type 17 installed and mount into ;,` u +, Root Diameter (in.) 3/16 5/16 chuck of installation tool. Thread Length (in.) Screw length less 5/16 Screw length less 5/16 Insert the Vertigo fastener ' • ' g g g into the socket driver, and 4 =°` Flange Thickness (in.) 1/16 1/16 install perpendicular to the Install with universal steel and wood socket. base material surface. Drive the fastener with a i smooth steady motion Vertigo Couplings (Steel & Wood) until the coupling is firmly seated against the 1/4" - 3/8" 1/2" 1/4" 3/8" surface of the base material. Coupling Size and Type Vertical Vertical Vertical Side Side Thread the appropriate Steel Thread Size (UNC) 1/4-20 3/8 -16 1/2 -13 1/4 -20 3/8-16 diameter steel threaded Thread Depth (in.) 3/8 3/8 3/8 5/8 5/8 rod or threaded bolt into (through) (through) the coupling. The threaded .,. �,-,_ rod or bolt should fully Width (flat to flat) (in.) 5/8 5/8 5/8 5/8 5/8 engage the thread length d Height (in.) 13/16 13/16 13/16 13/16 13/16 of the coupling on a ' i vertical mount fastener. �• The threaded rod or , Concrete Vertigo (Wedge -Bolt OT) threaded portion of the bolt can pass through Rod Diameter /Anchor Size 1/4" 3/8" 1/2" coupling of a side Wood ANSI Drill Bit (in.) 1/4 1/4 3/8 mount fastener. Overall Screw Shank Length 1 -1/4 • 1 -1/2 2 -3/4 " . " Anchor Thread Length (in.) 1-1/8 1 -3/8 2-1/2 For UL and FM listings, "r' • - Steel Vertigo should Root Diameter (in.) 15/64 15/64 23/64 •.:,i_�. .' be installed with a -- - Coupling / Washer Height (in.) 27/64 9/16 53/64 retaining nut Integral Washer O.D. (in.) 31/64 39/64 31/32 Coupling Thread Size (UNC) 1/4 -20 3/8 -16 1/2 -13 Coupling Thread Depth (in.) 3/8 1/2 3/4 Socket Driver Size (in.) 3/8 1/2 11/16 .: Install with appropriate sized concrete socket MATERIAL SPECIFICATIONS Steel and Wood Vertigo Concrete Vertigo (Wedge -Bolt OT) Component Component Material Component Component Material Screw Body AISI 1022 (Case Hardened) Anchor Body Case Hardened 10621 Carbon Steel Coupling AISI 1018 -1022 (Case Hardened) Zinc Plating ASTM 8633, SC1, Type Ill (Fenn 5) Zinc Plating ASTM B633, SC1, Type Ill n Y 138 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 ?owers. FASTENERS SPECIFICATION & DESIGN MANUAL Vertigo' e PERFORMANCE DATA J Qyi Steel Vertigo - Ultimate Tension Load Capacities when Installed in Minimum ASTM A 36 Steel (Beams) U - ix and ASTM A 572 Steel (Purlins)u Z = ct Anchor Mount Screw Minimum Steel Gage (Thickness) = U Size/ Direction Shank Size - - z Rod and 20 18 16 14 12 3/16° 1/4" W < Diameter Length 0.036" 0.048° 0.060° 0.075" 0.105° 0.187" 0.250" 2 in. lbs. lbs. lbs. lbs. lbs. • lbs. lbs. (mm) (kN) (kN) . (kN) (kN) (kN) (kN) (kN) Vertical 1/4 -20 x 1" (w /nut) 1,550 1,550 1,775 1,775 2,050 3,850 5,040 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (22.7) 1/4 Vertical 114 20 x 1 ° 405 620 985 1,160 1,560 3,205 5,040 (6.4) (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 1 /4- 20x1 °(wlnu� 1,550 1,550 1,775 1,775 2,050 3,850 2,050 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (9.2) Vertical 1/4 20 x 1 ° (w /nut) 1 550 1,550 1,775 1,775 2,050 3,850 5,040 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (22.7) Side 1/4 -20 x 1 -1/2" 1,550 1,550 1,775 1,775 2,050 3,850 2,050 3/8 (w /nut) (7.0) (7.0) (8.0) (8.0) (9.2) (17 3) (9.2) (9.5) Vertical 1/4- 20x1.1/2° 405 620 985 1,160 1,560 3,205 5,040 (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 114 20 x 1.111' 405 620 985 1,160 1,560 1,965 1,965 (1.8) (2.8) (4.4) (5.2) (7.0) (8 8) (8.8) Vertical 114 -20 x 2" (w /nut) 1,550 1,550 1,775 1,775 2,050 3,850 5,040 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (22.7) 1/2 Vertical 12 -24 x 1 -112" 495 710 920 1,560 2,050 3,280 5,040 (12.7) (2.2) (3.2) (4.1) (7.0) (9.2) (14.8) (22.7) 1. For Steel Vertigo loaded perpendicular to threaded rod (shear) the ultimate load capacity for the anchor is 1,965 lbs in nominal 20 gage steel (0.036'). 2. Steel Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. Wood Vertigo - Ultimate Tension Load Capacities when Installed in Wood Base Materials (Structural Wood and Timber)t' Anchor Mount Screw Embedment Wood Member (Type) Size/ Direction Shank Size Depth Rod and Fir Pine Spruce • Diameter Length p in. in. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) Vertical 1/4x1" 1 685 650 650 1/4 (25.4) (3.1) (2.9) (2.9) (6.4) Side 1/4 x 1° 1 685 650 650 (25.4) (3.1) (2.9) (2.9) - Vertical 1/4 x 2° 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Side 114x2" 2 1,800 1,800 1,800 (50.8) (8.1) (8.1) (8.1) Vertical 114 x 3° , 3 2,075 1,510 1,510 3/8 (76.2) (9.3) (6.8) (6.8) (9.5) Vertical 1/4x4" 4 2,075 1,510 1,510 (101.6) (9.3) (6.8) (6.8) Vertical 3/8" x 2 1/1° 2 1/2 2,670 3,110 3,110 (63.5) (12.0) (14.0) (14.0) Side 3/8° x 21/2° 2 1/2 1,450 1,530 1,380 (63.5) (6.5) (6.9) (6.2) 1/2 Vertical 3/8° x 2 1/2° 2 1/2 2,670 3,110 3,110 (12.7) (63.5) (12.0) (14.0) (14.0) 1. Timber/joist manufacturers may require pre - drilled holes with wood depending on the location of the anchor installation. Consult with the trust/joist manufacturer for details. 2. Wood Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. r. Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 139 • ?owers Vertigo" SPECIFICATION & DESIGN MANUAL FASTENERS E PERFORMANCE DATA 2 2 Concrete Vertigo - Ultimate Load Capacities when Installed in Normal- Weight Concrete'''' 2 D Anchor Mount Screw ANSI Embed. Minimum Concrete Compressive Strength (f �) - 0 Z Size/ Direction Shank Drill Bit Depth 2,000 psi (13.8 MPa) 4,000 psi (20.7 MPa) 6,000 psi (41.4 MPa) xi N n Rod Dia. Size Diameter and d b Tension Shear Tension Shear Tension Shear r in. Length in. in. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 Vertical 1/4 "x1114° 114° 1 114 1,390 1,810 1,950 2,440 2,070 2,570 (6.4) (31.8) (6.3) (8.1) (8.8) (11.0) (9 3) (11.6) 3/8 Vertical 1/4 ° x11/2° 1/4° 11/2 1,760 2,580 2,595 2,640 2,770 2,700 (9.5) (38.1) (7.9) (11.6) (11.7) (11.9) (12.5) (12.2) 1R Vertical 3/8 ° x13/4 ° 318° 2 3/4 5,320 5,250 6,050 6,330 8,620 3,110 (12.7) (69.9) (23.9) (23.6) (27.2) (28.5) (38.8) (14 0) 1. The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 2. linear interpolation may be used to determine ultimate loads for intermediate compressive strengths. 3. Concrete Vertigo anchors are recommended to be installed with the appropriate Concrete Nut Driver. Concrete Vertigo - Ultimate Load Capacities when Installed Through Metal Deck into Structural Lightweight Concrete''" Lightweight Concrete Over Minimum 20 Ga. Metal Deck Anchor Size Embedment f c z 3,000 psi (20.7 MPa) Rod Diameter Depth Minimum 4 1/2° Wide Deck d h„ Tension Load at 45° in. in. lbs. lbs. (mm) (mm) (kN) (kN) 1/4 1 1/4 800 1,140 (6.4) (31.8) (3.6) (5.1) 3/8 - 1 1/2 1,780 1,500 (9.5) (38.1) (8.0) (6.8) 1/2 2 3/4 3,880 2,920 (12.7) (69.9) (17.5) (13.1) 1. The values listed above are ultimate and allowable load capacities for Vertigo rod hangers installed in sand- lightweight concrete. w 2 The metal deck shall be minimum No. 20 gage thick steel 1(0.035 -inch base metal thickness (0.89 mm)I conforming to ASTM A 653/ A 653M. 3. Allowable loads capacities are calculated using an applied safety factor of 4.0. 4. The tabulated load values are for anchors installed with a minimum flute edge distance of 1 1/2 -inch 5 Allowable loads for anchors to resist short-term loads such as earthquake or wind may be increased by 33 -1/3 percent for the duration of the load where permitted by code. 6 Concrete Vertigo anchors are recommended to be installed with the appropriate Concrete Nut Driver. Concrete Vertigo - Ultimate Tension Load Capacities when Installed in Hollow Core Concrete Plank'•z' Anchor Mount Screw ANSI Embed. Center Center Size/ Direction Shank Drill Bit Depth of Web of Core Rod Dia. Size Diameter and h d in. Length i nir in. lbs. lbs. (mm) (mm) (kN) (kN) 114 Vertical 1/4 "x11/4" 1/4" 11/4 1,390 1,810 (6.4) (31.8) (6.3) (8 1) 3/8 Vertical 1/4 ° x11/2° 1/4" 1 1/2 1,760 2,580 (9.5) (38.1) (7.9) (11.6) 1/2 Vertical 3/8 "x23/4" 3/8" 2 3/4 5,320 5,250 (12.7) (69.9) (23.9) (23.6) 1. Tabulated load values are for anchors installed in 8- inch -thick hollow core plank with minimum compressive strength of 5,000 psi at the time of installation. The 4' x 6' normal- weight concrete members features include 1 -1/2° cover above and below cores and a minimum web thickness of 1.1/2'. 2. Depending on fastener application and governing building code, ultimate load capacities should be reduced by a minimum safety factor to determine the allowable working load NFPA 13 Fire Protection requirements are 5 times the weight of the liquid (water) filled pipe plus 250 lbs. Consult the engineer of record. 3 Concrete Vertigo anchors are recommended to be installed with the appropriate Concrete Nut Driver. PI i 140 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 ?owers. FASTENERS SPECIFICATION & DESIGN MANUAL Vertigo' • PERFORMANCE DATA J Qy1 Steel Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's v cc y Laboratories (UL) Listings' a = Catalog Anchor Mount Screw Shank Size Point Maximum UL UL FM FM = U Number Size/ Direction and Style Pipe Minimum Test Minimum Test W a Rod Dia. Length Size Steel Load Steel Load Thickness Thickness • in. i n. i n. lbs. i n. lbs. (mm) (mm) (mm) (kN) (mm) (kN) 7158 Vertical 1/4 -20 x 1" #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7184 Side 1/4 -20 x 1" #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7160 Vertical 1/4 -20 x 1 1/2 #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 3/8 4 0.060 1,500 0.096 1,475 7186 (9.5) Side 1/4-20 x 1 1/2" #3 (101.6) (1.5) (6.8) (2.4) (6.6) 7154 Vertical 12 -24 x 1 1/2" • #5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7188 Side 1/4 -20 x 2" #3 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7201 Side 12-24 x 1 1/2" #5 4 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7164 1/2 Vertical 12 -24 x 1 1 /2" #5 8 0.250 4,050 0.250 3,800 (12.7) (203.2) (6.4) (18.2) (6.4) (17.1) 1. Steel Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. For Ul. and FM listings, Steel Vertigo must be installed with a retaining nut. Wood Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) Listings' Catalog Anchor Mount Screw Shank Size Embedment UL UL FM FM Number Size/ Direction and Depth Maximum Test Maximum Test Rod Dia. Length Pipe Load Pipe Load Size Size in. in. in. lbs. i n. lbs. • (mm) (mm) (mm) (kN) (mm) (kN) 7165 Vertical 1/4 x 2" (50.8) (76.2) 1,050 5j t t 7170 Side 1/4 x 2° (50.8) (76.2) (4 7) t t 7167 3/8 Vertical 114 x 3° (76.2) (76.2) (a 7) t t 7169 (9.5) Vertical 1/4 x 4" 4 3 1,050 t t (101.6) (76.2) (4.7) 7162 Vertical 3/8 x 2 1/2" 2 1/2 4 1,500 4 1,475 (63.5) (101.6) (6.8) (101.6) (6.6) 7156 Side 3/8" x 2 1/2" 2 1/2 4 1,500 t t (63.5) (101.6) (6.8) 1. Wood Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. No pre - drilling was done in the wood base materials. t Factory Mutual standard requires a screw diameter of 3/8' and minimum length of 2 1/2" for pipe hanging approval in wood base materials. Concrete Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) Listings'•= Catalog Anchor Mount Screw Shank Size ANSI Embedment FM FM Number Size/ Direction and Drill Bit Depth Maximum Test Rod Dia. Length Diameter Pipe Load d Size in. in. in. in. lbs. (mm) (mm) (mm) (kN) 7173 3/8 Vertical 1/4" x 1 1/2 1/4" 1 1/2 4 1,475 (9.5) (38.1) (101.6) (6.6) 7175 12 Vertical . x 2 3/4° 3/8" 2 3/4 8 3,800 (12.7) (69 9) (203.2) (17.1) n 1. Tabulated load values are for anchors installed in 8 inch thick hollow core plank with minimum compressive strength of 4,000 psi at the time of installation. The 4' x 6' normal-weight concrete members features include 1 1/2' cover above and below cores and a minimum web thickness of 1 1/2". 2. Concrete Vertigo are recommended to be installed with the appropriate Concrete Nut Driver. 7 Powers USA: (800) 524 - 3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 141 • ?owers • Vertigo SPECIFICATION & DESIGN MANUAL FASTENERS E ORDERING INFORMATION m , 2 r1 Steel Vertical Hanger ( #3 for Purlins, #5 for Beams) n = Rod Screw Shank Point Self Drilling Std. Std. T. > Cat. No. Dia. Size and Length Style Range Box Ctn. 0 2 7155 114" 1/4-20 x 1 " #3 100 500 xi IT 7157 3/8" 1/4-20 x 2" #3 0.036" (20 gage) 100 500 N D , t ..,.,.'_ �•_ , 42--.v.0%° 7158 3/8" 1 /4 -20 x 1 " (w /nut) #3 to 100 500 -, •4- ..- . %. _ _ F 7159 3/8" 1/4 -20 x 1 1/2" #3 0.188 (3/16 °) 100 500 7160 3/8" 1/4-20 x 1 1/2" (w /nut) #3 100 500 • -, 7152 1/4" 12.24 x 1 1/2" #5 100 500 7154 3/8" 12 -24 x 1 1/2" (w /nut) #5 0.188" (3/16 ° ) to 100 500 7161 1/2" 12 -24 x 1 1/2" (w /nut) #5 0.500° (1/2") . 100 500 Steel Side Hanger ( #3 for Purlins, #5 for Beams) Rod Screw Shank Point Self Drilling Std. - Std. Cat. No. Dia. Size and Length Style Range Box Ctn. 7183 1/4" 1/4 -20 x 1" #3 100 500 ' 0.036 (20 gage) 7184 3/8" 1/4 -20 x 1 " (w /nut) #3 100 500 ti _ . 7186 3/8" 1/4-20 x 1 1/2" #3 0.188 1(3116 ") 100 500 t � :.z ". ''` r " '°' ° 1 7188 3/8" 1/4 -20 x 1 1/2" (w /nut) #3 100 500 _ 7200 1/4" 12 -24 x 1 1/2" #5 0.188" (3/16 ") to 100 500 7201 3/8" 12-24 x 1 1/2" (w /nut) #5 0.500" (1/2 ") 100 100 Wood Vertical Hanger Rod Screw Shank Point Pre -Drill Diameter Std. Std. Cat. No. Dia. Size and Length Style (If Required) Box Ctn. 7163 1/4" 1/4" x 2" Type 17 100 500 7203 3/8" 1/4" x 1" Type 17 100 500 0 -,- ,... ... 7165 3/8" 1 /4" x 2" Type 17 100 500 & �`! :. .. .. 7167 3/8" 1 /4"x 3" Type 17 1/8 100 500 - '"" 7169 3/8" 1/4" x 4" Type 17 100 500 7162 3/8" 3/8" x 2 1/2" Type 17 100 500 7164 1/2" 3/8" x 2 1/2" Type 17 100 500 Wood Side Hanger Rod Screw Shank Point Pre -Drill Diameter Std. Std. • Cat. No. Dia. Size and Length Style (If Required) Box Ctn. 7185 1 /4" 1/4" x 1" Type 17 100 500 7205 3/8" 1/4" x 1" Type 17 100 500 _ 1 /8" i %I :, .,... 'rte .°,!'G: _ .. 7170 3/8" 1/4" x 2" Type 17 100 500 , 1,.:c:: � • 7156 3/8" _ 3/8" x 2 1 /2" Type 17 100 500 Concrete Vertical Hanger Rod Screw Shank Thread Pre -Drill Std. Std. Cat. No. Dia. Size and Length - Style Diameter Box Ctn. . 7171 1/4" 1 /4" x 1 1/4" Wedge -Bolt OT 1/4" ANSI 100 500 ,. 'l "' 7173 3/8" 1/4" x 1 1/2" Wedge -Bolt OT 1/4" ANSI 100 500 + y 7175 1/2" 3/8" x 2 3/4" Wedge -Bolt OT 3/8° ANSI 50 250 - For side mount concrete applications use Catalog Number 7185 and 7170 with a 114' ANSI drill bit. Drive Sockets and Pole Tool . Std. Std. Cat. No. Description RPM Box Ctn. WI 7166 6' -12' Pole Tool (includes three Jaw Chuck) N/A 1 1 7187 Universal Steel & Wood Socket (Red) 500 to 1500 RPM 5 25 7195 1/4" Concrete Socket ((Blue - 5 25 7197 3/8" Concrete Socket (Blue - 5 25 W 7198 1/2" Concrete Socket ((Blue - 5 25 . Concrete Vertigo Installation Accessories Maximum Std. Wt./ Cat. No. Description Bit Length Box Each i Tapper 3000 Tool Kit — t 5865 Hex Driver (used with Cat #5860) 6" 1 3/4 Sleeve Assembly (same as Cat# 5874) 114' and 3/8° Concrete Drive Sockets (Blue) 5874 Sleeve Assembly 6" 1 - Cat. No. Description Usable Length Std.Tube Wt- /10 4 l itill - b641 r•r 5860 1/4° x 4 1/2 Straight Shank Drill Bit 3 5 1/2 5866 1/4" x 6" Hex Shank SDS Drill Bit 4" 1 1/2 0 2006 Powers Fasteners, Inc. All Rights Reserved. Vertigo is a trademark of Powers Fasteners, Inc. 142 www.powers.com Canada: (905) 673 -7295 or (514) 631 -4216 Powers USA: (800) 524 -3244 or (914) 235 -6300 e ac k 1( qt., 19 .e,5o4, 33 @ acs /' . c - Powers FASTENERS SPECIFICATION & DESIGN MANUAL Vertigo'" ` J PERFORMANCE DATA Q in Steel Vertigo - Ultimate Tension Load Capacities when Installed in Minimum ASTM A 36 Steel (Beams) v cc and ASTM A 572 Steel (Purlins) "2 Q = • Anchor Mount Screw Minimum Steel Gage (Thickness) = V V Size/ Direction Shank Size z Rod and 20 18 16 14 12 3/16" 1/4° L Q Diame Length 0.036° 0.048" 0.060" 0.075° 0.105" 0.187" 0.250" in. lbs. lbs. lbs. lbs. lbs. . lbs. lbs. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) Vertical 1/4 -20 x 1° (w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 5,040 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (22.7) 1/4 Vertical 1/4 -20x 405 620 985 1,160 1,560 3,205 5,040 (6.4) (1.8) (2.8) (4 4) (5.2) (7.0) (14.4) (22.7) Side 114 20 x 1 ° (wlnut) 1,550 1,550 1,775 1,775 2,050 3,850 2,050 (7.0) (7.0) (8 0) (8.0) (9.2) (17.3) (9.2) Vertical 1/4 20 x 1 " (w /nut) 1 550 1,550 1,775 1,775 2,050 3,850 5,040 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) (22.7) Side 1/4 -20 x 1.12" 1,550 1,550 1,775 1,775 2,050 3,850 2,050 3/8 (w /nut) (7.0) (7.0) (8 0) (8.0) (9.2) (17.3) (9.2) (9.5) Vertical 114.20x1 -1/2" 405 620 985 1,160 1,560 3,205 5,040 (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 114 20 x 1 12° 405 620 985 1,160 1,560 1,965 1,965 (1 8) (2.8) (4.4) (5.2) (7.0) (8.8) (8.8) Vertical 114 20 x 2" (w /nut) 1,550 1,550 1,775 1,775 2,050 3,850 5,040 (7.0) (7 0) (8.0) (8.0) (9.2) (17.3) (22.7) 1/2 Vertical 12-24 x 1.112° 495 710 920 1,560 2,050 3,280 5,040 (12.7) (2.2) (3.2) (4.1) (7.0) (9 2) (14.8) (22.7) 1. For Steel Vertigo loaded perpendicular to threaded rod (shear) the ultimate load capacity for the anchor is 1,965 lbs in nominal 20 gage steel (0.036"). 2. Steel Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. Wood Vertigo - Ultimate Tension Load Capacities when Installed in Wood Base Materials (Structural Wood and Timber)" Anchor Mount Screw Embedment Wood Member (Type) • Size/ Direction Shank Size Depth - Rod and ' Fir Pine Spruce Diameter Length in. in. lbs. lbs. lbs. • (mm) (mm) (kN) (kN) (kN) Vertical 1/4 x 1" 1 685 650 650 1/4 (25.4) (3.1) (2.9) (2.9) (6.4) Side 1/4 x 1° 1 685 650 650 (25.4) (3.1) (2.9) (2.9) Vertical 1/4 x 2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Side 1/4 x 2" 2 1,800 1,800 1,800 (50.8) (8.1) (8.1) (8.1) Vertical 1!4 x 3° 3 2,075 1,510 1,510 3/8 (76.2) (9.3) (6.8) (6.8) (9.5) 4 2,075 1,510 1,510 Vertical 114 x 4° (101.6) (9.3) (6.8) (6.8) Vertical 3 /8° x 2 1/2" 2 1/2 2,670 3,110 3,110 (63.5) (12.0) (14.0) (14.0) Side 3/8° x 2 1/2° 2 1/2 1,450 1,530 1,380 (63.5) (6.5) (6.9) (6.2) 1/2 Vertical 3/8° x 2 12° 2 1/2 2,670 3,110 3,110 (12.7) (63.5) (12.0) (14.0) (14 0) 1 Timber/joist manufacturers may require pre - drilled holes with wood depending on the location of the anchor installation Consult with the trustfjoist manufacturer for details. 2. Wood Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. ei Powers USA: (800) 524 -3244 or (914) 235 -6300 Canada: (905) 673 -7295 or (514) 631 -4216 www.powers.com 139 .. LEAM7X TM Product Submittal PROJECT INFORMATION Project Name: SONIC Project Number: 3000125700 Project Location: TIGARD, OR 97223, US Project Altitude: 1000 CUSTOMER INFORMATION Company Name: Sun Glow Htg And Air Cond Inc Company Address: 2428 SE 105th Ave Company Location: Portland, OR 97216 -3051 Contact: Phone: 503- 253 -7789 ENGINEER INFORMATION Company Name: Company Address: Company Location: , Contact: Phone: We are pleased to provide the attached project submittal If you have any questions or need additional information, please feel free to call our office. Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 1 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal Table of Contents System ID Qty Model Description RTU -1,2 2 KGA090S4B Y P.KGGE/7.5T/150KB/230 -3 /ECON RTU -1,2 ALT 2 LGH092H4B PKGGE /7.5TON /CONFIGURABLE • • A Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 2 of 14 Phone :503- 253 -7789 • Lennox Industries Inc. - Product Submittal • System ID: RTU -1,2 Package Model:KGA090S4B Description: Y PKGGE/7.5T /150KB/230- 3/ECON • HEATING PERFORMANCE Heat Source Natural Gas Gas Supply Connection 0.50 (in.) H/E LowInput 105000 (Btuh) WE Heat Rise 37.0 ( °F) WE LowOutput 85500 (Stub) AFUE/ ThermalEff 80 H/E Highlnput 150000 (Btuh) H/E HighOutput 120000 (Btuh) System HeatOutput 120000 (Btuh) COOLING PERFORMANCE Refrigerant R -410A Number Compressors 1 ARI EER 11.0 Condensate Drain Size 0.75 (in.) ARI LEER 11.2 Cooling OutdoorDB 95.0 ( °F) ARI Total Power 8200 (W) Cooling MixedDB 80.0 ( °F) ARI GrossTotalCool 92000 (Btuh) Cooling MixedWB 67.0 ( °F) ARI NetTotalCool 90000 (Btuh) Coil DischargeDB 57.2 ( °F) Coil GrossTotalCool 95100 (Btuh) Coil DischargeWB 56.4 ( °F) Coil NetTotalCool 89895 (Btuh) Unit DischargeDB 59.0 (°F) Coil GrossSensCool 69423 (Btuh) Unit DischargeWB 57.1 ( °F) Coil NetSensCool 64218 (Btuh) Coil MoistureRemoval 24.2 (lb/hr) System MoistRemoval 24.2 (lb/hr) FAN PERFORMANCE Supply Fan Total Air Flow 3000 (cfm) TotalStaticPress 0 96 (in.WC) Supply AirFlow 3000 (cfm) Wet Coil Static Press 0.11 (in.WC) ExtStaticPress Supply 0.75 (in.WC) Gas H/E Static Press 0.04 (m.WC) SupplyFan Req'dPower 1.67 (hp) Economizer Static Press 0.06 (in.WC) SupplyFan NomPower 2.00 (hp) Air Filter Qty 4 Supply Fan Type CAV Belt Drive Air Filter Length 20.0 (in ) Supply Fan Type CAV Belt Drive Air Filter Width 20.0 (in.) . SupplyDriveReq'd RPM 961 (rpm) Air Filter Thickness 2.0 (in.) SupplyDrive Min RPM 798 (rpm) SupplyDrive Max RPM 1105 (rpm) ▪ ELECTRICAL Voltage 208V 3Ph SupplyFan FLA 7.5 (amp) Frequency 60 (Hz) CondensingUnit FLA 2.4 (amp) System MCA 42.0 (amp) CondenserFan Power 350 (W) System MOCP 60 (amp) Unit Oper Range +/- 10% Nominal Voltage Compressors RLA 25.0 (amp) System FLA 34.9 (amp) DIMENSIONS Cabinet Width 47.0 (in.) Downflow Supply Length 20.0 (in ) Cabinet Length 98.3 (in.) Downflow Supply Width 18.0 (in.) Cabinet Height 46.9 (in) Downflow Return Length 29 0 (in.) Total Weight 1043 (lb) Downflow Return Width 11.0 (in.) • t Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 3 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal • System ID:RTU -1,2 Package Model:KGA090S4B Descriptton:Y PKGGE/7.5T /I50KB/230- 3/ECON ▪ SYSTEM FEATURES Durable Outdoor Enamel Paint Finish See Limited Warranty Certificate included with unit for details Scroll Compressor AGA -CGA Certified Expansion Valves Redundant Comb. Gas Control Valve High Capacity Driers Electronic Flame Sensor Separate Compressor and Controls Compartment Direct Spark Ignition Limited compressor warranty of 5 years Two Stage Gas Heating Limited warranty on all other components of 1 year INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED SINGLE ENTHALPY ECONOMIZER BAROMETRIC RELIEF DAMPERS 2 IN MERV4 FILTER INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 52W24 KICURBIOAP1 DNFLOW CURB -14" BOLTED 14W81 COSTAT02AEIL COMML TOUCHSCREEN TSTAT 39P21 HN TG512A1009 TSTAT GUARD X6523 CRP WIND SEISMIC RESTR BRKTS • • Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE *, Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 4 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal • •. System ID:RTU -1,2 • • Package Model:KGA090S4B Description:Y PKGGE/7- 5T /150KB/230- 3/ECON '' DIMENSIONS - INCHES (MM) CORNER WEIGHTS CENTER OF GRAVITY Model AA BB CC DO EE FF No. Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. lbs. kg lbs. kg lbs. kg ms. kg lbs. kg lbs. kg lbs. kg tbs. kg In. mm In. mm In. mm In. mm 024 92 42 113 52 112 51 128 58 180 82 207 94 148 67 183 83 38.1/2 978 40 1016 18 457 18 457 030 92 42 114 52 112 51 129 58 180 82 207 94 149 68 183 83 38-1/2 978 40 1016 18 457 18 457 ' 036 92 42 114 52 112 51 129 59 181 82 208 94 149 68 184 83 38.1/2 978 40 1016 18 457 18 457 048 99 45 123 56 120 55 139 63 193 88 223 102 159 72 197 90 38.1/2 978 40 1016 18 457 18 457 060 104 47 128 58 126 57 145 66 203 92 233 106 167 76 206 94 38-1/2 978 40 1016 18 457 18 457 072 121 55 143 65 147 67 162 74 237 108 261 119 195 89 231 105 38-12 978 40 1016 18 457 18 457 090 168 76 196 88 183 83 212 96 227 103 263 119 203 95 241 109 47 1194 47 1194 21 533 21 533 Base Una - The una with slamard heat exchanger NO OPTIONS. Ma.. Una • The unit will ALL OPTIONS Instated (High Input Heat Exchanger. Economizer. etc.) 16.1/4 IB (143) •-- n.— y J� 11 -- (413) I (4571 88 A A (219) I 7(178) BOTTOM 5(102) RETURN i AIR T \ OPENING (�i// 28 BOTTOM 20 CENTER w1G 1737) SUPPLY (508) O 1 ! 47(1192) - . i GRAVITY " �J . AIR /� BASE I OPENING +I 0 .3x4 (6741 T 38.3 (984)090 ' FF MU002 T M ( G51B� 4 (168) � � DD CC 261rz� BOTTOM r EE .......„ (673) CONDENSATE OUTLET BOTTOM POWER ENTRY 3X8(76 %203) TOP VIEW (Base) as �..I L . 83 -1x4 (2115) 024 ttru 072 �J (1143) 1 I 96.1/4(2445)090 - I § $ go • S' OU /VETNT — ELECTRICAL INL II • g m S \ /GAS E = eS7 C O OUTLE SATE c=_= .. �NLET I :I I a. v (EI THER SIDE) I ' -. Q I 5-,rz �7 I —I 1 (zs) 2 (140) (361) I : n (zs) 00 00 3.112 91 7o r r 1 oo ( A7B(1�1$) j " —(686) eI LIFTING HOLES 85 -1/4 (2165)024 Nna072 BASE _ I END VIEW (For 699169) , 98.1/4 (24%)090 BASE -- - III SIDE VIEW 11 X19.1rz��18.3/8. •(279) (495) (467) 1 2 (51) II:1111 IIIIII II II I' 7 II IIII Iii t (237) Iilll; VIII (508) 0 / 7 Vrel FORKLIFT SLOTS 5.112 HORIZONTAL HORIZONTAL 5-12 (Front Back end (140) SUPPLYAJR RETURN AIR (140) Blower EMI OPENING OPENING BACK VIEW ( IheA Economizr) ti • Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 5 of 14 Phone :503- 253 -7789 • Lennox Industries Inc. - Product Submittal System ID:RTU -1,2 Package Model:KGA090S4B Description:Y PKGGE /7.5T/150KB/230- 3/ECON OUTDOOR AIR HOOD DETAIL FOR OPTIONAL ECONOMIZER AND BAROMETRIC RELIEF DAMPERS v (Downfiow Applications) 11.3.4 (298) 24 1hru 0 060 f 1 5314 (400) OM and 090 OPTIONAL OUTDOOR AIR HOOD (Furnised with Economizer) it O I I I PTIONAL BAROMETRIC O O RELIEF HOOD 00 (Furnished wIN Economizer) SIDE VIEW OUTDOOR AIR HOOD FOR ECONOMIZER BAROMETRIC RELIEF HOOD FOR ECONOMIZER (Furnished) (Furnished) 1.114 (32) 2-1/2 1 (64) 2 — C (3,41* 33 (8381 30-1/2 (775) 1.114 1 422) z•12 41 \ (38) \ \\ 1 3l4 (19) '''.....f, \ . A I (38) I 3/8 (10) 1 (25) Model A B C No. In. mm in. mm In. mm • 024, 030, 036, 048, 060 19 -1/4 489 13 330 11 -3/4 298 072, 090 23 -1/4 591 17 432 15 -3/4 400 Project #:3000125700 Project Name: SONIC Last Changed: STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 6 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal ' System ID:RTU -I,2 . Package Model:KGA090S4B Description:Y PKGGE/7.5T /150KB/230- 3/ECON STANDARD ROOF CURBS - DOUBLE DUCT OPENING a 1•13/16 (46) C 21.1/8 (1054) (537) A 37.7/6 9 (962) (486) (�6) 14 • I ( 6) I ts1r8 _ suPPiv ( OPENING I l 12.9/8 (321) 1.13/16 ( RETURN • - OPFNINO li \ I NOTE - Roof deck rroy be omitted within confines of curb. TYPICAL FLASHING DETAIL FOR ROOF CURB DETAIL ROOF CURB BASE BOTTOM I PACKAGED 1 -13'16 / UNIT 1 (46) y__ , 1 ) • FIBERGLASS � INSULATION - ; COUNTER FLASHING ff umrslletl) / (Fleltl Supplied) FACTORY INSTALLED NAILER STRIP PERIMETER WOOD w (Furnished) / NAILER STRIP CANT STRIP ROOF CURB (Field Supplied) (Extends perimeter duna �, 14(356) ROOFING MATERIAL RIGID INSULATION i///// (Field Suppled) -. 2 (51)1.1-- Model A B C No. In. mm M. mm In. mm 024, 030, 036, 048, 060, 072, 29-1/4 743 79-3/4 2026 76-1/8 1934 090 42.1/4 1073 92 -3/4 2356 89-1/8 2264 1 090 models cart be used on smaller 79.314 in. (2026 mm) rod curbs (rot lue pervneter) with 15.3/4 a. (400 mm) overhang at condenser end d twit. See dimension drawing on page 41. • Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE •, Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 7 of 14 Phone :503-253-7789 Lennox Industries Inc. - Product Submittal s System ID:RTU -1,2 Package Mode1:KGA090S4B Descrlption:Y PKGGE /7.5T/150K8/230 - 3 /ECON UNIT CLEARANCES - INCHES ON M) =DOOR en 01 4 — B —i �— D I A A B C D Top • 1 Unit Clearance Clearance in. mm in. mm In. mm in. mm Service Clearance 48 1219 36 914 36 914 36 914 Clearance to Combustibles 36 914 1 25 1 25 1 25 Unobstructed Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface. 1 Service Clearance - Required for removal of serviceable parts. ' Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required clearance for proper unit operation. • I Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 8 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal ', System ID: RTU -1,2 ALT Package Model:LGH092H4B Description: PKGGE/7.5TON /CONFIGURABLE 4 HEATING PERFORMANCE Heat Source Natural Gas Gas Supply Connection 0.75 (in.) H/E Lowlnput 84500 (Btub) H/E Heat Rise 32.1 ( °F) H/E LowOutput 67500 (Btuh) AFUE/ ThermalEff 80 H/E Highlnput 130000 (Btuh) H/E HighOutput 104000 (Btuh) System HeatOutput 104000 (Btuh) COOLING PERFORMANCE Refrigerant R-410A Number Compressors 2 ARI EER 12.5 Condensate Dram Size 1.00 (in.) ARI LEER . 12.9 Cooling OutdoorDB 95.0 ( °F) ARI Total Power 7500 (W) Cooling MixedDB 80.0 ( °F) ARI GrossTotalCool 93000 (Btuh) Cooling MixedWB 67.0 ( °F) ARI NetTotalCool 90000 (Btuh) Coil DischargeDB 57.7 ( °F) Coil GrossTotalCool 93000 (Btuh) Coil DischargeWB 56.6 ( °F) Coil NetTotalCool 87792 (Btuh) Unit DischargeDB 59.5 ( °F) Coil GrossSensCool 67890 (Btuh) Unit DischargeWB 57.3 ( °F) Coil NetSensCool 62682 (Btuh) Coil MoistureRemoval 23.7 (lb/hr) System MoistRemoval 23.7 (lb/hr) FAN PERFORMANCE Supply Fan Total Air Flow 3000 (cfm) TotalStaticPress 1.18 (in.WC) Supply AirFlow 3000 (cfm) - Wet Coil Static Press 0.19 (in.WC) ExtStaticPress Supply 0.75 (m.WC) Gas H/E Static Press 0.11 (in.WC) -SupplyFan Req'dPower 1.64 (hp) Economizer Static Press 0.13 (in WC) SupplyFan NomPower 2.00 (hp) Air Filter Qty 4 Supply Fan Type CAV Belt Drive Air Filter Length 20.0 (in.) Supply Fan Type CAV Belt Drive Air Filter Width 25.0 (in.) SupplyDriveReq'd RPM 893 (rpm) Air Filter Thickness 2.0 (in.) SupplyDrive Min RPM 800 (rpm) SupplyDrive Max RPM 1105 (rpm) ELECTRICAL Voltage 208V 3Ph SupplyFan FLA 7.5 (amp) Frequency 60 (Hz) CondensingUnit FLA 4.8 (amp) System MCA 42.0 (amp) CondenserFan Power 725 (W) System MOCP 50 (amp) Unit Oper Range +/. 10% Nominal Voltage Compressors RLA 26.2 (amp) System FLA 38.5 (amp) DIMENSIONS Cabinet Width 60.1 (in.) Downflow Supply Length 20.0 (in.) Cabinet Length 101.3 (in.) Downflow Supply Width 28.0 (in.) Cabinet Height 46.9 (in.) Downflow Return Length 24.0 (in.) Total Weight 1394 (lb) Downflow Return Width 27 0 (in.) SOUND Outdoor Sound Rating 88 (db) • Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE . , Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 9 of 14 Phone :503- 253 -7789 • Lennox Industries Inc. - Product Submittal • System ID:RTU -1,2 ALT Package Model:LGH092H4B Description: PKGGE/7.5TON /CONFIGURABLE • SYSTEM FEATURES Durable Outdoor Enamel Paint Finish Crankcase Heater Copeland Scroll Compressor Timed Off Control Pre - charged Refrigeration System AGA -CGA Certified Expansion Valves Units will operate cooling down to 0 degrees F ( -17.7 degrees C) without additional controls. High Capacity Driers Redundant Comb. Gas Control Valve Low Pressure Switch Electronic Flame Sensor High Pressure Switch (Manual Reset) Direct Spark Ignition Totally Enclosed Fan Motor Two Stage Gas Heating PVC Coated Fan Guard Separate Compressor and Controls Compartment Fan and Limit Controls Limited compressor warranty of 5 years Factory Test Operated Limited warranty on all other components of 1 year Bonded for Grounding See Limited Warranty Certificate included with unit for details Internal Pressure Relief Valve Limited warranty on Prodigy Unit Controller of 3 years Overload Protection INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED SINGLE ENTHALPY ECONOMIZER BAROMETRIC RELIEF DAMPERS 2 IN MERV4 FILTER STANDARD CAP INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 54W43 CICURBIOB -1 ROOF CURB - STD 14 INCH 14W81 COSTAT02AEIL COMML TOUCHSCREEN TSTAT 39P21 HN TG512A1009 TSTAT GUARD X6523 CRP WIND SEISMIC RESTR BRKTS • Project #:3000125700 Project Name: SONIC Last Changed: STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 10 of 14 Phone :503- 253 -7789 • Lennox Industries Inc. - Product Submittal • System ID:RTU -1,2 ALT Package Model:LGH092H4B Description: PKGGE/7.5TON /CONFIGURABLE ✓ DIMENSIONS - INCHES (MM) . CORNER WEIGHTS CENTER OF GRAVITY Model AA BB CC DD EE FF No. Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. • lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg in. mm in. mm In. mm in. mm 092 293 133 338 153 283 119 295 134 286 130 316 143 326 148 370 168 46.5 1181 45.5 1156 24 5 622 25.5 648 102 294 134 340 154 265 120 297 135 288 131 318 144 328 149 372 169 46.5 1181 45.5 1156 24.5 622 25 5 648 • 120 306 139 349 158 275 125 305 138 295 134 326 148 334 152 382 173 46.5 1181 45.5 1156 24.5 622 25.5 648 150 316 143 359 163 284 129 314 142 304 138 152 393 345 157 393 178 46.5 1181 45.5 1156 24.5 622 25.5 648 Base Unit - The unit with NO OPTIONS. Max. Un,t • The unit with ALL OPTIONS Installed. (Economizer. etc.) 646 543 BOTTOM SUPPLY r AA (156) (1 i 7) AIR OPENING BB ps (156) 6, 2. ) ( 10.7r31 8 2e ) 10 /� 1Hl (so(sop (12A) a� r 15; ) (616 60.1/9 (1527) CENTER OF BASE \\ _(-/ GRAVITY l BOTTOM BOTTOM RETURN -; -- POWER ENTRY NR OPENING I /i��, 5.1/2 (140) Do. +-- EE -0.1 ` fl `\ / \ FF \ 7 (178) `L. (166) \ 4. + DD 7 (178) CONDENSATE ' 747/8 ICC (fie) 101 -1/4 BASE (7572) TOP VIEW I 99.1/4 OPTIONAL DISCONNECT (2521) 1 (FACTORY INSTALLED) 1 -1- 46.7/8 GAS SUPPLY II), ri 9 8 e• (1191) CONDENSATE FILET DRAIN RONT) IIII FLUE 43 -3/8 1 5716 I 7 OUTLET �) (25) ••• (137) (47 ® °lml1L 1111111111. C=1 o • 160 I DDI JO / c= 00 I ELECTRIC FORKLIFT SLOTS 1�.�80.19 7.112 INLETS 344/11 FORKLIFT HOLES 11 __ (1527) (89) (886) (BOTH SOES) 347/6 (FOR RIGG W G) (1013) END VIEW . 101.1/4 (372) SIDE VIEW 19.112 1 -SIB (394) MIN 1 .4— (41) HORIZONTAL SUPPLY AIR HORIZONTAL 15.112 II OPEMNO RETURN NR 30 (784) 1I111 OPENING (762) 1111111 I rs , r h . ,2o� T r.7 �.7•1.E � �7' T CONDENSATE T 8.1/8 DRAIN (BACK) 5.318 (158) (137) 7152 30 ISM (752) 684/8 (1685) SIDE VIEW (Horizontal Openings) I Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 11 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal System ID:RTU -1,2 ALT Package Model:LGH092H4B Description: PKGGE/7.5TON /CONFIGURABLE ACCESSORY DIMENSIONS - INCHES (MM) OUTDOOR AIR HOOD DETAIL 21 -318 r __ (543) .11114 OUTDOOR AIR HOOD O (Furnished with Economizer or Outdoor Air Damper) EXHAUST AIR HOOD (Furnished, Field Installed) • • Project #:3000125700 Project Name: SONIC Last Changed: STEVE FRICKE • Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 12 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal - + System ID:RTU -1,2 ALT Package Model:LGH092H4B Description: PKGGE/7.5TON /CONFIGURABLE STANDARD ROOF CURBS - DOUBLE DUCT OPENING 1.13/10 (46) 21.314 54.114 91.3Q) ':;� (552) 11378) (2330) 9619 soar (2423) (12B6) 29.3U (756) I 8.112 SUPPLY _ - -- 8 (pi) (216) -- OPENING 24 (6 0) ' --- - 28.3 /' ` t (679) , 1 -16) RETURN _ 0 6 ) i EN ING ` 1+ 1 Y -381756` 7 -18 `u, (161) • NOT E - Roof deck may be omitted within confines of curb. • TYPICAL FLASHING DETAIL FOR ROOF CURB DETAIL ROOF CURB BASE BOTTOM I, PACKAGED 1 -��16 / .7 UNR 1 L. _ 1 FIBERGLASS/ INSULATION COUNTER FLASHING L (Furnished) or / (Field Suppled) NAILER STRIP / ji,......... FACTORY INSTALLED (Furnished) PERIMETER WOOD NAILER STRIP CANT STRIP ROOF CURB ,. (Field Supplied) 8 (203) (Extends around entire pedmeterd uNl) 14 (356 ROOFING 24 (610 MATERIAL I RIGID INSULATION A; i (Fctl Suppled) I J- 2 ( 51 )Ii • I Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 13 of 14 Phone :503- 253 -7789 Lennox Industries Inc. - Product Submittal • System ID:RTU -1,2 ALT Package Model:LGH092H4B Description: PKGGE /7.5TON /CONFIGURABLE UNIT CLEARANCES - INCHES (MM> /A OUTDOOR %TO/ AIR HOOD A A B C D Top Unit Clearance Clearance In. mm In. mm in. mm in. mm Service Clearance 60 1524 36 914 36 934 60 1524 Clearance to Combustibles 36 914 1 25 1 25 1 25 Unobstructed Minimum Operation Clearance 36 914 38 914 36 914 36 914 NOTE - Entire perimeter of lain base requires support when elevated above the mounting surface. • Service Clearance - Required for removal of serviceable parts. Clearance to Combustibles - Required clearance to combustible material. Minimum Operation Clearance - Required clearance for proper milt operation. • Project #:3000125700 Project Name:SONIC Last Changed:STEVE FRICKE Quote #:4000148492 Quote Desc:SONIC Prepared On:04/08/2010 Page: 14 of 14 Phone :503- 253 -7789