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a • The Roof Reil Table of Contents Letter to Building Official 2 Scope 3 Site Location Maps 4 Site Aerial Views 5 Calculations 6 to 9 Snow Load 10, 11 Structural Drawings 12 to 14 Photographic Report 15 to 17 New Equipment Submittal 18 to 28 www.TheRoofReinforcer.com 4000 Calle Tecate,209—Camarillo,CA 93012 Main(805)383-9199 11853 Page 1 4 .. The Roof Reinforcer Budding Official City of Tigard 13125 SW Hall Blvd. Tigard,OR 97223 Date. September 13,2017 Subject: Structural Analysis for HVAC Equipment Replacement RE: O'Reilly Auto Parts 2528—13145 SW Pacific Highway,Tigard, OR 97227-5044 Dear Building Official, Thank you for your time to review this report! We have been retained to provide structural services associated with O'Reilly's plan to replace certain roof top mounted HVAC units. This report provides an analysis of both the vertical load effects of the replacement units on the roof. The lateral hold-down connections are being provided by the contractor. curbs.The We have received data regarding both the existing and new units and have included it in this report,along with data regarding adaptor data is summarized in the table below. We have conducted a structural analysis(please see calculations attached), and haveeconcluded that the structure is adequate to support the proposed loads without reinforcement if,installd with the curb support framing included Please permit this structure without any required, please advise. a further structural analysis required. If additional analysis is iI'd be happy to answer any questions you have! 870 0 J1t? < ,j PROP48 Vt`co *e . * V J b, odd M- _d/1 st240‘149ERA9,01:s.v. .r, P.E. d 6/ ifN _!T Q (EXPIRATION DATE:t tj 18 R www•TheRoofReinforcercom 4000 Carie Tecate,209—Camarillo,CA 93012 11853 Main(805)383-9919 Page 2 4 The Roof Reinforcer SCOPE This report,and any associated plans and calculations, have been developed for the sole purpose of assessing the adequacy of the roof structure at the address listed to support specific new roof mounted HVAC equipment listed within this report under gravity loads. Where included in this report, lateral load connections to curbs above the roof have been provided as a courtesy to the client. These connections may be safely used if the equipment suppliers or the curb suppliers or the installation contractors have not provided alternative properly engineered connections. Investigation, analysis and design of seismic bracing or connections of either new or existing HVAC accoutrements such as ducting have not been requested by the client and are not included in the scope of this report. Should assistance with these items be desired, please contact the preparer of this report and we will provide you with appropriate and professional guidance. THE USE OF THIS REPORT This report is for the exclusive use of our client and for the sole purpose for which it was created. Other persons or companies or subsequent tenants or subsequent owners should not rely upon any portion of this report for any other purposes. Should others persons or companies be interested in any item in this report,they are invited to contact the preparer and we will provide you with appropriate and professional guidance. SITE VISIT The companying issuing this report has performed a site visit. The site visit was for the purpose of the scope described above and for no other purpose. The site visit did not include any observations or investigations beyond what was useful for this precise scope. The site visit obtained general data on the basic roof framing system and certain specific data on certain typical roof structure elements supporting the equipment to be replaced. The data may be represented in this report as approximations and therefore no data, such as dimensions,should be relied upon by any other trade or professional without additional confirmation. The site visit shall not be construed as acceptance by an engineer of any defects or deficiencies or damages that may or may not exist in the structure. DISCLAIMER This report is not an exhaustive structural assessment of the structure as a whole, nor of any parts of the structure. The report relies upon presuppositions that are generally understood in the engineering community. Such presuppositions include that the building and any subsequent modifications were properly designed and permitted; and that the materials used were properly graded and constructed. Therefore a minute inspection was not performed and no destructive testing was performed. This report therefore may not be deemed in any way at all as warrantee that the building as a whole or any of its parts are structurally sound for any other purpose. Specifically this report shall not be used or relied upon in the selling or purchasing or financing or leasing or insuring of the building. If such occasions arise, such persons are welcome to contact the preparer and we will do our best to provide you with appropriate and professional guidance. www.TheRoofReinforcer.com 434 E.Main Street B,Ventura,CA 93001 Main(805)648-8949 Page 3 The Roof Reinforcer STRUCTURAL ANALYSIS REPORT for HVAC REPLACEMENT O'Reilly 2528 13145 SW Pacific Highway,Tigard, OR 97223-5044 ;tt »ad r chaFet valaga '° n ta'aWcatld(4 Stxtdhtxt! • Apasimdnts ' ._r1 Vti cr.cxa WVata6S yl Giapenway Rtae Tteatrse AufrfAnzed Retailer �{ nt '��1 MrNttalwPt Tigard tJntted Matftpdist Church rA ©5kt3raard Party ApartaneM ah 1314580t*watt y. x 0i135Gt an thPiOffIttilifhwaY e y - . 0 3aAntTiaoopwt Ci€JTty:vrJ 't x� y C9Pr+54 f,:ert A7Mr?erwttt,; SW Part,Sfi - s papa ANA-PAY ' :deMt33kr tri Tato Ref( AutAZcMa SITE LOCATION MAP 1Sti65eWwnst Panic 4eaIP Det SSI ' Alf That Garners ' Pawn Same Tgard t;) ATM"'iV LVLN.+rac0 #Ma p sa+lti{€ SITE LOCATION MAP www.T heRoofReinforcer.co m 4000 Calle Tecate,209—Camarillo,CA Main(805)383-9919 11853 Page 4 ' Job 1 russ i russ 1 ype t,,ty Ply O'Reglys#2528 Tigard,OR OR2528 T-10RIG FLAT 1 1 Job Reference(optional) 0 7-9-815-3-8 040 7-5-8 I 7-6.0 1 7-6-0 I 22-9-8 37-6-0 i 7-&A 1 0-3-8 37-9-8 7-5.8 040 "As Built" Model of T-1 Truss carrying no mechanical units. Scale=,:99.3 10.10 M7201-1S= 5x6= 5x6= m 4 10x10 MT20HS= 201 222 3 see 7 823 9 21 o ,1111111rA 3' ` f (2MIIIMMIIMP.- �, v 'I`+� alta �..� MI Io tllN 19 18 17 16 15 14 13 12 11 10 4x8= 5x12 MT2OHS= 5x12 MT2OHS= 4x8 4-0-8 k 3 8 8 ( 7 6-0 I 7-6-0-6-8 8 I 26-6-8 1 34-0-8I 41-6-8 I 454-0 0--0 Plate Offsets(X,Y)-- f1:0-0-0,0-5-0),[9:0-3-7,0-5-01 T� 7 60 3-8-8 p0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (ioc) Weft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vett(LL) -0.54 14-15 >999 360 MT20 220/195 TCDL 12.0 Lumber DOL 1.25 BC 0,61 Vert(TL) -1.19 14-15 >453 240 MT2OHS 165/146 BCLL 0.0 * Rep Stress Inc: YES WB 0.85 Horz(TL) -0.20 9 n/a n/a BCDL 5.0 Code IBC20121TP12007 Matrix-MSH Weight:253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF SS TOP Cl-fORD Structural wood sheathing directly applied or 3-0-3 oc purlins. BOT CHORD 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=1856/0-3-8 (min.0-3-1),9=1856/0-3-8 (min.0-3-1) Installation guide. FORCES, (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-2126/0,2-22=-2126/0,2-3=-5344/0,3-4=-6865/0,4-5=-6865/0,5-6=-6865/0, 6-7=-6865/0,7-8=-5344/0,8-23=2126/0,9-23=-2126/0 BOT CHORD 17-18=0/4174,16-17=0/6414,15-16=0/6414,14-15=0/7213,13-14=0/6414,12-13=0/6414, 11-12=0/4174 WEBS 1-18=0/2609,2-18=2513/0,2-17=0/1462,3-17=-1338/0,3-15=0/553,5-15=427/0, 5-14=-427/0,7-14=0/553,7-12=-1338/0,8-12=0/1462,8-11=-2513/0,9-11=0/2609 NOTES- (10) 1)TCLL:ASCE 7-10;Pr=20.0 psf(roof live load:Lumber DOL=1.25 Plate DOL=1.25);Pf=20.0 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category H;Exp C;Fully Exp.;Ct=1.1 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are MT20 plates unless otherwise indicated. 5)All plates are 4x6 MT20 unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Load case(s)1,4,8 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 10)Gap between inside of top chord bearing and first diagonal or vertical web shalt not exceed 0.500in, LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:22-23=-64,10-19=-10 Trapezoidal Loads(plf) Vert:20=-62-to-1=-59,1=-123-to-22=-64,23=-64-to-9=-123,9=-59-to-21=-62 Continued on page 2 Page 6 • Job Truss Truss lype Qty Ply O'Reilly's#2528 Tigard,OR OR2528 T-1ORIG FLAT 1 1 Job Reference(optional) LOAD CASE(S) Standard Except: 4)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-22=-100,22-23=-54,9-23=-100,10-19=-10 8)Dead+Minimum Snow.Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Veil:22-23=-64,10-19=-10 Trapezoidal Loads(plf) Vert:20=-62-to-1=-59,1=-123-to-22=-64,23=-64-to-9=-123,9=-59-to-21=-62 Truss Loads Used (Trusses @ 24" o.c. max) Roof Live Load = 20psf @ 1.25 DF Roof Snow Load = 20.0 psf @ 1.15 DF Roof Snow Drift Load Left End = 30.8 psf to 0 psf from 0'- to 7'-0" Roof Snow Drift Load Right End = 0 psf to 30.8psf from 38'-7" to 45'-7" Page 7 Job truss Truss lype Qty Ply O'Reilys#2528 Turd,OR - OR2528 T-1NEW FIAT 1 1 Job Reference(optional) - 0*0 7-9-8 15-3-8 22-9-8 30-3-8 37-9-8 45-3-0 401-00 04o 7-5-8 I 7-6-0 1 7-6-0 I 7-60 I 7-6-0 I 7.5.8 Model of T-1 WI New 570# RTU unit without curb over(4) Scale=159.3 trusses from 20'-6" to 24'-6". 10.10 MT20HS= 4x8= 4x6= 5x6= 4x6= 5x6` 46= 4x5= 10x10 MT20HS= m 201 222 T1 3 4 23 11 24 6 7 .r, 8 25 9 21 m IIILI ref u 01,c MOWN I Y1 - 0 8�:. i JrI o ooh 82 / 199Yf�11< 1N f� i 19 18 17 16 15 14 13 12 11 10 4x10= 7x10 MT2OHS= 4x6= 4x6= 4x6= 4x10= 4x6= 7x10 MT2OHS= No Significant Lumber Changes to Truss. All plates are equal to or less than surveyed plate sizes. No additional Repair or Reinforcement is Required 0-14r0 4-0.8 I 11-6-8i 19-0-8 I 26-6-8 ( 34-0-8 { 41-6-8 I 45-3-045,7-0 0=4'-0 3-8-8 7-6-0 7-6-0 7-8-0 7-6-0 7-80 3-8-8 0.'14.0 Plate Offsets(X,Y)- [1:0-0-0,0-5-0],[9:0-3-7,0-5-0] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (ioc) Iden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.54 14-15 >999 360 MT20 220/195 TCDL 12.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -1.32 14-15 >408 240 MT2OHS 1651146 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(TL) -0.22 9 n/a n/a BCOL 5.0 Code IBC2012/TP12007 Matrix-MSH Weight 253 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF SS TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins, SOT CHORD 2x6 DF SS SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (ib/size) 1=1954/0-3-8 (min.0-3-3),9=1951/0-3-8 (min.0-3-3) FORCES. (Ib)-Max.Comp./Max_Ten.-All forces 250(ib)or less except when shown. TOP CHORD 1-22=-2262/0,2-22=-2262/0,2-3=-5753/0,3-4=7532/0,4-23=-753210,5-23=-7532/0, 5-24=-7523/0,6-24=-7523/0,6-7=-7523/0,7-8=-5740/0,8-25=-2259/0,9-25=-2259/0 BOT CHORD 17-18=0/4444,16-17=0/6961,15-16=0/6961,14-15=0/8002,13-14=0/6942,12-13=0/6942, 11-12=0/4438 WEBS 1-18=0/2775,2-18=-2678/0,2-17=0/1632,3-17=-1508/0,3-15=0/701,5-15=-577/0, 5-14=-588/0,7-14=0/713,7-12=-1500/0,8-12=0/1624,8-11-2674/0,9-11=0/2772 NOTES- (9) 1)TCLL.ASCE 7-10;Pr-20.0 psf(roof live load:Lumber DOL=1.25 Plate DOL=1.25);Pf=20.0 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp C;Fully Exp.;Ct=1.1 2)Provide adequate drainage to prevent water ponding. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8)Load case(s)1,2,3,4,5,6,7,8 has/have been modified,Building designer must review loads to verify that they are correct for the intended use of this truss. 9)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Except: 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(elf) Veil:22-23=-64,23-24=-112,24-25=-64,10-19=10 Trapezoidal Loads(pif) Vert:20=-62-to-1=-59,1=-123-to-22=-64,25=-64-to-9=-123,9=-59-to-21=-62 2)Dead+Roof Live(balanced):Lumber increase=1.25,Plate increase=1.25 Continued on page 2 Page 8 Job I russ Truss I ype Uty Ply O'Reflly's#2528 Tigard,OR OR2528 T-1NEW FLAT 1 1 Job Reference(optional) LOAD CASE(S) Standard Except: Uniform Loads(plt) Vert:1-23=-64,23-24=-112,9-24=-64,10-19=-10 3)Dead+0.75 Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-23=-54,23-24=-102,9-24=-54,10-19=-10 4)Dead+0.75 Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-22=-100,22-23=-54,23-24=-102,24-25=-54,9-25=-100,10-19=-10 5)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-23=-24,23-24=-72,9-24=-24,10-19=-30 6)Dead+Snow on Overhangs:Lumber Increase=0.90,Plate Increase=0.90 Pit.metal=0.90 Uniform Loads(plf) Vert:1-23=-24,23-24=-72,9-24=-24,10-19=-10 7)Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-23=-24,23-24=-72,9-24=-24,10-19=-10 8)Dead+Minimum Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:22-23=-64,23-24=-112,24-25=-64,10-19=-10 Trapezoidal Loads(plf) Vert:20=-62-to-1=-59,1=-123-to-22=-64,25=-64-to-9=-123,9=-59-to-21=-62 Truss Loads Used (Trusses @ 24"o.c. max) Roof Live Load = 20psf @ 1.25 DF Roof Snow Load = 20.0 psf @ 1.15 DF Roof Snow Drift Load Left End = 30.8 psf to 0 psf from 0'- to 7'-0" ,Roof Snow Drift Load Right End = 0 psf to 30,8psf from 38'-7"to 45'-7" Mech Unit Load of 570# over (4) Trusses from 20'- 6" to 24'-6" (4'-0") Mech Unit Calculation = 578# /3 /4.0' = 48ptf over 4'-0" Page 9 GROUND n. ? _. Today's Date:Friday,August 4,2017 K Sponsored Links: Higher A Moonlighter in your area GroundSnowByZip is a tool for Architects, Engineers and Builders to easily determine the ground snow load(Figure 7-I (Table 7-1 for Alaska) of ASCE 7-05)for any location in the continental United States.To determine the design ground snow load, fill in the address below. You only need to fill in either the city and state or the zip code.You can also click on the map below to find the design ground snow load for that location. Search results for: 8948 SW 75TH PLACE TIGARD,OR 97223 Latitude:45.42 Longitude:-122.75 10 PSF Up to Elevation 600 15 PSF Up to Elevation 800 20 PSF Up to Elevation 1000 Click Here for Windspeed at this Location Street City: State ^j Zip Submit Recent _._. searches Metzger 17 ;a„��?�5� 4av .s5Oak t Y. ° fiW utepSefiso St 44 '7. Portland CoMinunity s R w �? College Sylvania .� .� Engler ood r. a s t a ala �$ Tigard E# w S'. S4.W3y1� Gf >_ h rkt rtt , ci)anaid 5 f staase w { '' BULL MOUNTAIN r r a Gfv � SSY 43ur+i e R3 P E3z�.„tn�7d �� qa`� - .. - LAKE GROVE NaVc Sktt3 rtseasRd - : ,_,;=14.' ': "_' `` f` tc`hore n z King.City e'r F �7oc glg Coak.�ark ,. �_ Bridoeoo t Vila oe �ij - Map RepoCCa map errot • ,� t �, +. • • • "Olito,41.0 1 %di W- - Aiik . 0 0,) 4 iik,lop. ,, ic 1, 4 • {200 *SY star com �., , a vamp irrilisi dir.„411,,,,iw, ira ,...fri, „ill . ..If 000) 4,* 5 lir? ,1• a 0) , : 0., (: , . 11111 ,1111f Ai N ' • , • • 1-- VII 40 0414Pkib filir i° , i I*.'cit. 1 ground snow load derived from Figure 7-1 (Table 7-1 for Alaska)of ASCE 7-05.Local codes and ammendments may govern,verify with local building department. Local Info: GROUNDS by This site was developed by lohannessen& Leone Associates-Structural Engineering and Inspections. Contact us by email or call 215--853--2634 " 4 . • NOTES: Rev Date For 0 c 1 -CONNECTION BETWEEN NEW RTU AND NEW CURB BY OTHERS 2 -TRUSSES SHALL NOT BE CUT IN ANY WAY 3 - DUCTS SHALL BE CONFIGURED AROUND EXISTING TRUSSES EXISTING SHEATHING 46'-8" i KIK O � — — EXISTING To , .. r EXISTING RTU TRUSS TOP www.TheRoofReioforcer.com 2,3 CURB SUPPORT FRAMING CHORD ink 434e.nMuao-.et TtYBE REM®VED — NEW 4x4 DF#1 S 1.0 Salle s PER DETAIL,ADD v o�„CA 9JOEI NEW SIMPSON A35 EACH SIDE, BLOCKING FULL LENGTH B4s�we-e9 OF NEW CURB,EACH EACH END OF BLOCK(4) 11.___„7-72-7:__1 SIDE TOTAL PER BLOCK N - Project Information O'Reilly 2528 `—_—_ CURB SUPPORT FRAMING ELEVATION 13145 SW Pacific Highway 2 Tigard,OR 97223-5044 Scale: 1 1/2" = 1'-0' NEW DAIKIN DSC060 UNIT, �� ORIENTED AS SHOWN,WITH LONG DIMENSION �nPERPENDICULAR TO TRUSS o o •-. ' SPAN �wsrV� Sheet Title -" 2,3 ------.---. _.-_ CURB SUPPORT FRAMING #14 x 2-1/2"LONG WOOD NEW ROOF CURB — - PER DETAIL,ADD BLOCKING SCREW @ 8"O.C.TYP ROOF FRAMING PLAN 51.0 FULL LENGTH OF NEW CURB, EACH SIDE EXISTING SHEATHING J1 = Project No. 11853 Drawn by: CB Reviewed by: TM 0 �47 NEW 4x4 FULL Date: 9/13/2017 FRONT •i LENGTH OF CURB OROOF FRAMING PLAN O CURB SUPPORT FRAMING- SECTION S 1 ■ 0 Scale: 1/16 = 1'-0" Page 13 t 4 Rev Date For 0 0 O O / 46'-8" / O T 1 2 ,t . ( " -•r www.TheRoofReinforcer.com 434 Eut Main street Suite B EXISTING venture CA 93901 UNIT (805)698.8919 PROPOSED NEW LOCATION MUD . NEW EQUIPMENT Project Information RTU TONNAGE MFR MODEL WEIGHT ADAPTOR TOTAL O'Reilly 2528 A 5 DAIKIN DSC060 570 0 570 13145 SW Pacific Highway B 5 DAIKIN DSC060 570 0 570 o Tigard,OR 97223-5044 _%y,OiPNF��AOF;', 2P� 'o\RM51,9, Lt3)tu,I0t W1er 2,4i PROPOSED Sheet Title NEW LOCATION MECHANICAL PLACEMENT PLAN Project No. 11853 Drawn by: Cg .�,� FRONT Reviewed by: TM �P �� Date: 9/13/2017 OMECHANICAL PLACEMENT PLAN S Scale: 1/16" = 1'-0" 1 ■ 1 Page 14 W Reilly AUTO PARTS VDAIKIN HVAC Equipment Submittal Data For Review and Approval 06/08/2017 Project Info Submitted By Project Name: O'Reilly#2528 Contractor: OReillys Auto Parts Address: Address: 233 S.Patterson Tigard,OR Springfield,MO 65802 Phone: 417-868-4202 Email: smcnally2@oreillyauto.com Daikin Repr: Pat Trlica Daikin Phone: 281-330-3603 Certifications: Daikin brand heating and cooling units are certified as follows: -AHRI Certified -ETL&CETL Listed -GAMA Certified Limited Warranty: -5 year parts limited warranty -20 year heat exchanger limited warranty -Complete warranty details attached Daikin North America, LLC is not responsible for products installed outside the United States or its territories,or Canada. Pyr 1 of 1 Project: O'Re i l l y#2 528 Table of Contents System ID Description Page 5T Electric Unit W-Curb DSC060XXX3BXXX Performance 3 5T Electric Unit W-Curb DSC060XXX3BXXX Performance 4 Dimensional Drawings 5T Electric Unit W-Curb,5T Electric Unit W-Curb DSC036-060 Physical Dimensions 5 Accessories 5T Electric Unit W-Curb,5T Electric Unit W-Curb DC36-72 Flat Roof Curb 6 5T Electric Unit W-Curb,5T Electric Unit W-Curb DDNECNJ3672C Economizer 7 5T Electric Unit W-Curb,5T Electric Unit W-Curb Duct Mtd Smoke Detector w Tube 8 Limited Warranty 9 P,,ge2of1^ . ' Project: O'Reilly#2528 System ID(s): 5T Electric Unit W-Curb Design Requirements MODEL #: DSC060XXX3B)0X Power Supply 240/3/60 Cooling Capacity 5 Ton Cooling Performance Outdoor Design Temp 95.0°F Total Capacity 59.52 MBH Indoor Dry Bulb Temp 80.0°F Sensible Capacity 44.0 MBH Indoor Wet Bulb Temp 67.0°F Cooling Stages One Total CFM 1900 Refrig Type R410A ESP 0.6 Compressor Type Copeland Scroll Configuration Downflow Pressure Switches High&Low(std) Outdoor Design Temp 95.0°F Mixed Entering Air Temp(db) 80.0°F Standard Features: DS Series Packaged Units Mixed Entering Air Temp(wb) 67.0°F -R-410A chlorine-free refrigerant Leaving Air Temp(db) 58.6°F -High-efficiency Copeland scroll compressor(s) Leaving Air Temp(wb) 57°F -Copper tube/aluminum fin coils Efficiency(at AHRI conditions) 14 SEER/11.6 EER -High-capacity,steel-cased filter dryer Heating Performance -High-and Low-pressure switches Elect Htr KW 15.00 kw Elect Htr(3-6) -Lugged electrical contactor Supply Air Blower Performance -Single-point power Total Air Supply 1900 CFM -Color Coded Wiring ESP 0.6 IWG -Foil Faced Internal Insulation Blower Type Belt Drive -Heavy-gauge,galvanized-steel cabinet Horsepower 1 -UV-resistant powder-paint finish Base Unit Electrical Data -Full perimeter base rail Power Supply 240/3/60 Min Circuit Ampacity 25 Amps Max Overcurrent Protection 40 Amps Base Unit with Electric Heat Kit Heat Kit Model EHK3-15 Min Circuit Ampacity 50 Amps Max Overcurrent Protection 50 Amps Physical Attributes Base Unit Oper.Weight(lbs) 570 Decibels 78 Filter(s) Qty(4) 14x20x2 Accessories Fld Inst Fct Inst Item# Description Dimensions lbs Y DDNECNJ3672C Low-Leak Downflow Economizer 43x20x24 75 Y Smoke-Duct Mtd D4120 DST3 Duct Mtd Smoke Detector 14.5x5x2.5 2.5 Y 14CURB3672B 14"Tall Roof Curb 16x6x76 119 Y EHK3-15 15kw Elect Htr(3-6) PFgP 3 of 1^ Project: O'Reilly#2528 System ID(s): 5T Electric Unit W-Curb Design Requirements MODEL #: DSC060X0(3BXXX Power Supply 240/3/60 Cooling Capacity 5 Ton Cooling Performance Outdoor Design Temp 95.0°F Total Capacity 59.52 MBH Indoor Dry Bulb Temp 80.0°F Sensible Capacity 44.0 MBH Indoor Wet Bulb Temp 67.0°F Cooling Stages One Total CFM 1900 Refrig Type R410A ESP 0.6 Compressor Type Copeland Scroll Configuration Downflow Pressure Switches High&Low(std) Outdoor Design Temp 95.0°F Mixed Entering Air Temp(db) 80.0°F Standard Features: DS Series Packaged Units Mixed Entering Air Temp(wb) 67.0°F Leaving Air Temp(db) 58.6°F -R-410A chlorine-free refrigerant -High-efficiency Copeland scroll compressor(s) Leaving Air Temp(wb) 57°F Efficiency(at AHRI conditions) 14 SEER/11.6 EER -Copper tube/aluminum fin coils -High-capacity,steel-cased filter dryer Heating Performance -High-and Low-pressure switches Elect Htr KW 15.00 kw Elect Htr(3-6) -Lugged electrical contactor Supply Air Blower Performance -Single-point power Total Air Supply 1900 CFM -Color Coded Wiring ESP 0.6 IWG -Foil Faced Internal Insulation Blower Type Belt Drive -Heavy-gauge,galvanized-steel cabinet Horsepower 1 -UV-resistant powder-paint finish Base Unit Electrical Data -Full perimeter base rail Power Supply PP y 240/3/60 Min Circuit Ampacity 25 Amps Max Overcurrent Protection 40 Amps Base Unit with Electric Heat Kit Heat Kit Model EHK3-15 Min Circuit Ampacity 50 Amps Max Overcurrent Protection 50 Amps Physical Attributes Base Unit Oper.Weight(lbs) 570 Decibels 78 Filter(s) Qty(4)14x20x2 Accessories Fld Inst Fct Inst Item# Description Dimensions lbs Y 14CURB3672B 14"Tall Roof Curb 16x6x76 119 Y DDNECNJ3672C Low-Leak Downflow Economizer 43x20x24 75 Y Smoke-Duct Mtd D4120 DST3 Duct Mtd Smoke Detector 14.5x5x2.5 2.5 Y EHK3-15 15kw Elect Htr(3-6) PFge 4 of 1" , , ., 0,,..„„0-7.; ‘. (6,:;,...,:i1) to 1 ori .:......,-,s .,// ________,, V TOP VIEW -• 31.540 11.000 - 7.165 17.000 RETURN AIR DUCT 1 JI III SUPPLY AIR DUCT g 1 • _iNi- 0...=—. _ ,e,. .. _,777, 7_7 . __,. -11 _ __ _ _ __ -_ - ... 12.000 .1I1C144V FE7. _ 11.265 ■ I. r"" p� 4 _I 10.060 1---___E I U0 0 Li ie o1 0 01 4.475 I 6.196 I/ o 8� _1- I FLUENENT OUTLET FORK HOLES CODENTE 33.805 OMBUSTION AIR INLET DRAIN OUTLET AND SIDES (GAS UNITS) BOTH ENDS AS LINE ENTRANCE LIFTING SHACKLE HOLES BOTH SIDES 20.853 73.945 AND ENDS '- 48.196 FRONT VIEW RIGHT END VIEW DSC036-060 0 ALL DIMENSIONS GIVEN ARE IN INCHES ALL DIMENSIONS AND SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE 3 THRU 5 TON COMMERCIAL m Z VI 0 Z 07 A` DIMENSIONS(CONT.) • 19.470 ., ONDENSATE DRAIN + 104 �-12.000— . BOTTOM EXIT 'r 0 • a, 0 0 0•0 0 0 0 SUPPLY AIR DUCT 0 <* •� 1 r • . 17.000 ° . 48.312 • I • 23.442 ° 11.000 20.905 • 6.11I92 t _ o • n o o 0, op°° - 5.558 .• 25.000 ► RETURN AIR DUCT 74.061 BASE PAN VIEW (VIEWED FROM TOP) MODEL TONNAGES "q^ g• ..C.. 3 TON COMMERCIAL GAS,HT PUMP,AIR CONDITIONER 38.840 16.555 26.055 4 TON COMMERCIAL GAS,HT PUMP,AIR CONDITIONER 38.840 16.555 26.055 5 TON COMMERCIAL GAS,AIR CONDITIONER 38.840 16.555 26.055 7.984 r_ . ________ . • • I ; - �= I1.:........ --"----.: r LINE WIRE ENTRANCE C„ B., II 1JC 8 I I 8.555 I 88: TSTAT WIRE ENTRANCE - 5.872 f 10.372 LEFT END VIEW Pi'ge 6of1^ Roof Curb Dimensional Data: 14CURB3672B Flat Roof Curb '$ 1.626 — -9— 32.676 ,nrP. ////////f�f s - r 14 /f P0, 14.825 - 20 20 i SIA -_ ,6.000 V 402i 8 I/ll�/// /..f..253.0/710,4 D. O.D. 01.760 31.8 5 14 16.2611 - - ---- • /////1,///////J///.////1. ,////////'7/7/-//// // /./I///////////// I05. SPECIFICATIONS • 14"TALL • 18 GAUGE CONSTRUCTION • 1X4 WOOD NAILER ATTACHED TO TOP OF THE CURB • SHIPPED KNOCKED DOWN WITH ALL HARDWARE • GASKET INCLUDED • BED RAIL STYLE CORNERS NOTE: OUTSIDE DUCT DIMENSION SHOULD BE 112' LESS THAN OPENING DIMENSIONS ABOVE. R-,gP7of1" • 4 V R Submittal Data: DDNECNJ3672 Economizer I • I '11.97 i' ay i 23.85 �i d t / ' 9.58 i F (-48.53 8.22 K S SPECIFICATION -Economizer installs internal to Packaged Roof Top Unit •100% Fully Modulating Dampers can allow up to 100%outside air •Honeywell Economizer Controls including: W7220 JADModule w/Backlit LED AliS E Digital Economizer r Display& Diagnostic Capabilities C7400S Outdoor Air Enthalpy Senso C7250A Mixed Air Discharge Sensor •Honeywell MS7105K Damper Actuator -Adjustable Minimum 0/A Damper Position -Integral Barometric Relief Damper •Hoods are painted to match unit •Factory Wired P<,ge8of1; Project: O'Reiliy#2528 Limited Warranty for US & Canada 4 VD4IKIN COMMERCIAL WARRANTY Y Models: DCC, DCG, DCH, DSC, DSH, DSG, DTC, DTG, DTH Who Is Providing The Warranty? • Damage or the need for repairs resulting from any improper This warranty is provided to you by Daikin Company, L.P. use, maintenance, operation, or servicing. ("Daikin"), which warrants all parts of this heating or air conditioning unit, as described below. • Damage or failure of the unit to start due to interruption in To What Type Of Installations Does This Warranty Apply? electrical service or inadequate electrical service. • This warranty applies to heating and air conditioning units Any damage caused by frozen or broken water pipes in the installed in buildings other than residences. event of equipment failure. What Units Does This Warranty Not Cover? • Changes in the appearance of the unit that do not affect its This warranty does not apply to: performance. • Units that are ordered over the Internet, by telephone, or by • Replacement of fuses and replacement or resetting of circuit other electronic means unless the unit is installed by a dealer breakers. adhering to all applicable federal,state,and local codes,policies, • Damage or the need for repairs resulting from the use of and licensing requirements. unapproved refrigerant types or used or recycled refrigerant. • Units that are installed outside the United States, its territories, When Does Warranty Coverage Begin? or Canada. Warranty coverage begins on the "installation date." The • Units that are operated in incomplete structures. installation date is one of two dates: Units that are installed in residential buildings. (1) The installation date is the date that the unit is originally •What Problems Does This Warranty Cover? installed. (2) lithe date the unit is originally installed cannot be verified, This warranty covers defects in materials and workmanship that appear under normal use and maintenance. the installation date is three months after the manufacture Other Warranties date. The first four digits of the serial number(YYMM)on THIS WARRANTY IS PROVIDED INLIEU OFANY OTHER WARRANTIESthe unit indicate the manufacture date. For example, a serial number beginning with "1306" indicates the unit WHETHER BY DAIKIN OR ANY OF ITS AFFILIATES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED WARRANTY OF was manufactured in June 2013. MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. How Lona Does Warranty Coverage Last? What Problems Does This Warranty Not Cover? The warranty lasts for a period up to (1) 20 YEARS for the heat exchanger(only applicable to units containing a heat exchanger) Daikin is not responsible for: and (2)5 YEARS on all other parts. • Damage or repairs required as a consequence of faulty This warranty period does not continue after the unit is removed installation or application. from the location where it was originally installed. • Damage as a result of floods, fires, winds, lightning, accidents, The replacement of a part under this warranty does not extend the warranty period. In other words, Daikin warrants a replacement corrosive atmosphere, or other conditions beyond Daikin's control. part only for the period remaining in the applicable warranty that commenced on the installation date. • Damage or the need for repairs arising from the use of What Will Daikin Do To Correct Problems? components or accessories not compatible with this unit. Daikin will furnish a replacement part, without charge for the • Normal maintenance as described in the installation and part only,to replace any part that is found to be defective due to operating manual, such as cleaning of the coils, filter cleaning workmanship or materials under normal use and maintenance. and/or replacement, and lubrication. Furnishing of the replacement part is Daikin's only responsibility under this warranty. • Parts or accessories not supplied or designated by the THE OWNER AGREES THAT THESE REMEDIES ARE THE OWNER'S manufacturer. EXCLUSIVE REMEDIES FOR BREACH OF ALL WARRANTIES. wwvrdaikincamf©rt,com '� A For further information about this warranty, .h' contact Daikintry mail to �`+ +. 19001 Kermier Road,Waller Texas 77484 Part No.PWDLCPPG 11/2016 ©2014-2016 DAIKIN COMPANY,L.P. P.-gP9 of 1' ♦Project: O'Reilly#2528 Limited Warranty for US & Canada DAIKIN COMMERCIAL WARRANTY RANTY Models: DCC, DCG, DCH, DSC, DSH, DSG, DTC, DTG, DTH What Won't Daikin Do To Correct Problems? 3. CLASS-ARBITRATION WAIVER: ARBITRATION IS Daikin will not pay for: HANDLED ON AN INDIVIDUAL BASIS. IF A DISPUTE IS • Labor, freight, or any other cost associated with the service, ARBITRATED, YOU AND WE EXPRESSLY WAIVE ANY repair, or operation of the unit. RIGHT TO PARTICIPATE AS A CLASS REPRESENTATIVE OR CLASS MEMBER ON ANY CLASS CLAIM YOU MAY HAVE • Electricity or fuel costs,or increases in electricity or fuel costs, AGAINST US OR WE AGAINST YOU, OR AS A PRIVATE for any reason, including additional or unusual use of ATTORNEY GENERAL OR IN ANY OTHER supplemental electric heat. REPRESENTATIVE CAPACITY. YOU AND WE ALSO WAIVE • Lodging or transportation charges. ANY RIGHT TO CLASS ARBITRATION OR ANY • Refrigerant. CONSOLIDATION OF INDIVIDUAL ARBITRATIONS. 4. Discovery and Other Rights: Discovery and rights to WHETHER ANY CLAIM IS BASED ON NEGLIGENCE OR OTHER appeal in arbitration are generally more limited than in TORT, BREACH OF WARRANTY OR OTHER BREACH OF a lawsuit. This applies to both you and us. Other rights CONTRACT,OR ANY OTHER THEORY,NEITHER DAIKIN NOR ANY OF ITS AFFILIATES SHALL IN ANY EVENT BE LIABLE FOR that you or we would have in court may not be available INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT in arbitration. Please read this Arbitration Clause and NOT LIMITED TO LOST PROFITS,LOSS OF USE OF A UNIT,EXTRA consult the rules of the arbitration organizations listed UTILITY EXPENSES, OR DAMAGES TO PROPERTY. below for more information. How Can The Owner Receive Warranty Service? 5. SMALL CLAIMS COURT OPTION: YOU MAY CHOOSE TO If there is a problem with the unit,contact a licensed contractor. LITIGATE ANY DISPUTE BETWEEN YOU AND ANY OF US IN To receive a replacement part, a licensed contractor must bring SMALL CLAIMS COURT,RATHER THAN IN ARBITRATION,IF the defective part to a Daikin heating and air conditioning THE DISPUTE MEETS ALL REQUIREMENTS TO BE HEARD IN products distributor. SMALL CLAIMS COURT. For more information about the warranty,write to Daikin,19001 6. Governing Law: For residents of the United States, the Kermier Road, Waller, Texas 77484. procedures and effect of the arbitration will be governed Where Can Any Legal Remedies Be Pursued? by the Federal Arbitration Act(9 U.S.C.§1 et seq.)rather than by state law concerning arbitration. For residents ARBITRATION CLAUSE. IMPORTANT. PLEASE REVIEW THIS of Canada, the procedures and effect of the arbitration ARBITRATION CLAUSE. IT AFFECTS YOUR LEGAL RIGHTS. 1. Parties: This arbitration clause affects your rights will be governed by the applicable arbitration law of the against Daikin and any of its affiliates or employees or province in which you purchased your unit. The law governing your substantive warranty rights and other agents, successors, or assigns, all of whom together are claims will be the law of the state or province in which referred to below as"we"or"us"for ease of reference. you purchased your unit. Any court having jurisdiction 2. ARBITRATION REQUIREMENT: EXCEPT AS STATED may enter judgment on the arbitration award. BELOW, ANY DISPUTE BETWEEN YOU AND ANY OF US 7. Rules of the Arbitration: If the amount in controversy is SHALL BE DECIDED BY NEUTRAL,BINDING ARBITRATION less than $250,000, the arbitration will be decided by a RATHER THAN IN COURT OR BY JURY TRIAL. "Dispute" single arbitrator. If the amount in controversy is greater will be given the broadest possible meaning allowable than or equal to$250,000,the arbitration will be decided by law. It includes any dispute, claim, or controversy by a panel of three arbitrators. The arbitrator(s) will be arising from or relating to your purchase of this heating chosen or air conditioning unit, any warranty upon the unit, or pursuant to the rules of the administering the unit's condition. It also includes determination of arbitration organization. United States residents may choose the American Arbitration Association (1633 the scope or applicability of this Arbitration Clause. The Broadway, 10th Floor,New York, NY 10019,www.adr.org), arbitration requirement applies to claims in contract and JAMS (1920 Main Street, Ste. 300, Irvine, CA 92614, tort, pursuant to statute, or otherwise. www.iamsadr.com), or, subject to our approval, any other arbitration organization. In addition, Canadian residents may choose the ADR Institute of Canada (234 Eglinton Ave. East,Suite 405,Toronto,Ontario, M4P 1K5, www.amic.org). These organizations' rules can be Part No.PWDLCPPG 11/2016 ©2014-2016 DAIKIN COMPANY.L.P. P-je 10 c"1 Project: O'ReiIIy#2528 Limited Warranty for US & Canada ; r eVDAIKIN COMMERCIAL WARRANTY Models: DCC, DCG, DCH, DSC, DSH, DSG, DTC, DTG, DTH obtained by contacting the organization or visiting its 10. Survival and Enforceability of this Arbitration Clause:This website. If the chosen arbitration organization's rules Arbitration Clause shall survive the expiration or conflict with this Arbitration Clause, the provisions of termination, or any transfer,of the warranty on your unit. this Arbitration Clause control. The award of the If any part of this Arbitration Clause, except waivers of arbitrator(s) shall be final and binding on all parties. class-action rights, is found to be unenforceable for any 8. Location of the Arbitration Hearing: Unless applicable reason, the remainder of this clause and the warranty shall remain enforceable. If,in a case in which class-action law provides otherwise, the arbitration hearing for United States residents will be conducted in the federal allegations have been made, the waiver of class-action judicial district in which you reside or, for Canadian rights under this warranty is found to be unenforceable with respect to any part of the dispute, the parts of the residents, in the province in which you reside. dispute as to which the waiver of class-action rights have 9. Costs of the Arbitration: Each party is responsible for been found unenforceable will be severed and will its own attorney,expert,and other fees unless applicable proceed in court without reference or application of this law requires otherwise. Daikin will pay your share of Arbitration Clause. Anyremaining the fees charged by the arbitration organization and parts will proceed in g arbitration. arbitrator(s) beyond the first $200. Where permissible by law, you may be required to reimburse Daikin for the fees of the arbitration organization and arbitrator(s) in whole or in part by decision of the arbitrator(s) at the discretion of the arbitrator(s). OWNER NAME - ADDRESS OF INSTALLATION CITY/STATE-PROVINCE/ZIP-POSTAL CODE INSTALLER NAME CITY/STATE-PROVINCE/ZIP-POSTAL CODE PHONE#/FAX# DISTRIBUTOR NAME CITY/STATE-PROVINCE/ZIP-POSTAL CODE PHONE#/FAX# MODEL#&SERIAL# INSTALLATION DATE Part No.PWDLCPPG 11/2016 ©2014-2016 DAIKIN COMPANY,L.P. Ai Prifdal it F • e — — S IAB M 1 TTAL M i c ro M e t I MICRO-HOLD for Carrier Part Number: 48/50TC A/B04-/UB07,AJD08,A09,AJD12,014,D16; FORM NO. 4250-9P DATE: 2N2 50TCQ A04-A07,D08-D14;48i50HC A04-A07,D08-014; 0406-010050HCQ A04-A07,D08-D12;48J50TF,TM,HJ 004-014;481508E 003-006; SUBMITTED TO 50TFQ 004-014;5OHJQ 008-009 Units COMPANY: DRAWN BY JOB NAME: EQUIPMENT NOTES: FEATURES; 000.1.87 • Manufactured from 16 ga galviruzed steel • Package includes: •(4)Hold-Down brackets •(48)#10 x 1/2"tek screws(12)per bracket • Some units may require additional Hold-Downs. O • Use of this bracket provides a secure connection of the rooftop unit to the curb,but does not result In a catcu- 1000.0 lated curb. 1" O • When attaching the brackets,confirm there will be no f/ _ 0 interference with anything on the unit base rail. 4.129" .941,. O O O 2.757" 6" THIS DOCUMENT IS THE PROPERTY OF MICRO METL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICRO METL'S WRITTEN CONSENT MICROMETL CORPORATION•3035 N.SHADELAND AVENUE.SUITE 300•INDIANAPOLIS.IN. 46226 •1-800.662-4822•..MICROMETL WEST•905 SOUTHERN RAY•SPARKS NV 89431•1.300-884.4662 1 INSTALLATI ( ,, MicroMetl ON INSTRUCTIONS HOLD DOWN BRACKETS IMPORTANT: Please read all installation instructions and safety precautions before beginning. These installation instructions are to be used as a general guideline only! TABLE OF CONTENTS SAFETY PRECAUTIONS General 1 Improper installation, adjustment(s), alteration(s), service or Safety Precautions q maintenance can cause property damage, injury or death. Unpack&Inspect Installation and servicing of air-conditioning equipment can be Install Hold Down Brackets 2 hazardous due to system pressure and electrical components. MicroMetl Contact Info 3 Only trained and qualified service personnel should install, repair, or service air-conditioning equipment. Untrained personnel can perform basic maintenance functions such as replacing filters.All other operations should be performed by trained service personnel. When working on air-conditioning equipment, always observe precautions in the literature, tags and labels attached to the unit, and other safety precautions which may apply! GENERAL To avoid any property damage or personal injury,it is the installer's responsibility to be certain that the installation will not impair the The MicroMetl hold down bracket is designed to secure the rooftop function of this curb, or the unit to be installed. unit to the roof curb.MicroMetl hold down brackets are available in quantities of four,six,and eight.The addition of a hold down bracket Check and disconnect all gas and electrical connections before package does not provide wind or seismic certification. The hold installing your new curb and rooftop unit. down bracket must be installed prior to setting the RTU. A WARNING To prevent injuries and rain damage,do not leave roof open- �r ing uncovered. If installation is not completed immediately after roof opening is cut and framed, provide an adequate temporary cover for the roof opening. UNPACK & INSPECT Reference the Product Submittal for your specific part number and a product illustration of all necessary parts. Unpack, locate all parts, and inspect product for missing parts or damages. Contact MicroMetl's Customer Service Department immediately with any questions or concerns. All hardware used for these assembly procedures is included. Do not tighten any hardware until the curb is completely level,square, and installed in a suitable position on the roof with proper alignment to the roof/unit opening(s). Illustration 1 -Generic Hold Down Bracket 1 Form No.9100-18498-1P INSTALL HOLD DOWN BRACKETS i ROOFTOP UNIT Install all hold down brackets prior to installing rooftop unit. Hold GASKETING 4 down brackets must be installed on the curb and attached to the unit , �L ROOFTOP UNIT base rails. See detail illustrations 2-4. Hold down brackets are to SELF DRILLING T BASE RAIL be located as shown in illustration 5 on page 3 and spaced evenly. TEK SCREW SELFADRILLINGA Secure the hold down brackets to the curb with self drilling screws IA► TEK SCREW using the pre drilled holes as a guide. Make sure the brackets are WOOD NAILER III ,__IIIHOLD DOWN flush with the curb. See illustration 6 on page 3. BRACKET Repeat this process for the remaining hold down brackets. Proceed to applying the gasket material once all hold down brackets ROOF CURB are secured to the curb. Lii------ Properly place the rooftop unit onto the roof curb.Refer to the roof- top unit installation manual for rigging and placement instructions provided by the manufacturer. Using the provided self drilling screws, secure the hold down Illustration 3 brackets to the unit base rail once the roof top unit is set in place. See illustration 2-4. ROOFTOP UNIT .*----- ROOFTOP UNIT 1 GASKETING GASKETING ROOFTOP UNIT 7 ROOFTOP UNIT SELF DRILLING BASE RAIL — �—BASE RAIL TEK SCREW SELF DRILLING WOOD NAILER SELF DRILLING I TEL SCREW TEK SCREW A.minv WOOD NAILER . HOLD DOWN Ii 4 HOLD DOWN BRACKET — BRACKET ROOF CURB r ROOF CURB ' Illustration 2 4 2 Form No.9100-18498-1P i u v s 5 • HOLD DOWN BRACKETS QUANTITY of 4 N,� Self Drilling Tek Screw f Illustration 6 1 0 —r L 0 I=1 HOLD DOWN BRACKETS —/ QUANTITY of 6 1 I o HOLD DOWN BRACKETS —7 QUANTITY of 8 Illustration 5-Hold Down Brackets Location MicroMetl Indianapolis MicroMetl Longview MicroMetl Sparks 3035 N.Shadeland Ave.,Suite 300 201 Kodak Blvd. 905 Southern Way Indianapolis,IN 46226 Longview,TX 75602 Sparks,NV 89431 1.800.MMC.HVAC(EST) 1.903.248.4800(CST) 1.800.884.4662(PST) indycustomerservice@micrometl.com longviewcustomerservice@micrometl.corn sparkscustomerservice@micrometl.com Manufacturer reserves the right to discontinue,or change at any time,specifications,designs and prices without notice and without incurring obligations. Copyright MicroMetl Corporation 2015.All rights reserved. 3 Form No.9100-18498-1P