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Report • 'p'" ENGINEER I IVE ,..: Technical Evaluation Report\ jikEXPl�f EckS I�III2 6 20, DIVISION: 23 08 00-COMMISSIONING OF HVAC ,,,, . E.x.P.E R t{Engineering Express Product Evaluation Repidsftt Y THIS DOCUMENT CONTAINS(7)PAGES:THE FIRST PAGE MUST BEAR AN F 160 SW 12TH AVE SUITE 106,DEERFIELD BEACf TJ GINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE .)fil(954)354 0660 ENGINEERINGEXPRESS.COM I I NO DIVISIO issued September 13t',2016 Subject to Renew September 12th, 2017) EVALUATION SUBJECT: CARRIER PACKAGE UNITS TER-16-3190.13 REPORT HOLDER: Please see page 5 CARRIER ENTERPRISE OF FLORIDA Carrier 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA — * 4. .., (954)247-2003 I FL.CARRIERENTERPRISE.COM r SCOPE OF EVALUATION(compliance with the following codes): �� j' ", � I m THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION 1, ) ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE ;tie' ft re I t = RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. I ' ', `'` This Product Evaluation Report is being issued in accordance with the `0. requirements of the Florida Building Code Fifth Edition (2014) per FBC Section 104.11, FMC 301.15, FBC Building Ch 16. ASCE-7-10, FBC NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR Existing Building sections 701.1, 706 6 1, FBC Building 1522.2. and FBC ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3 4 The product noted on this report has UNIT CASING MATERIAL: been tested and/or evaluated as summarized herein 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for IN ACCORDANCE WITH THESE CODES EACH OF THESE removable top panel. 1,14mm ga'vanized sheet steel ASTM A653 EDDS REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED cold rolled steel for base pan.0.86mm galvanized steel sheet ASTM A653 SEAL OF THE EVALUATING ENGINEER. for side protector louvers and panels, secured with #10-16 sheet metal screws into top and base pan. SUBSTANTIATING DATA: •Product Evaluation Documents INSTALLATION: Substantiating documentation has been submitted to support this TER and Shall follow manufacturer specifications as well as the information provided is summarized in the sections that follow. herein •Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the STRUCTURAL PERFORMANCE: product based on comparative and/or rational analysis to qualify the Models referenced herein are subject to the following design limitations following design criteria: ASCE7-10 Exposu'e Category C,Risk It Up to and including 175mph(Vult)for up to 200'MRH". HVHZ"` • Maximum allowable unit panel wind pressure connection Up to and including 170mph(Vult)for up to 250'MRH" HVHZ`•* integrity Up to and including 200mph(Vult)for up to 200'MRH" Non-HVHZ"• • Maximum allowable uplift,sliding,&overturning moment Ground or Roof Application per installation instructions for ground and roof applications "Mean Roof Height"'High Velocity Hurricane Zone Calculation summary for this TER is provided in the forces summary Maximum Rated Wind Pressure: table No 33% increase in allowable stress has been used in the 993psf Lateral, 93psf Uplift (IessDead Load) design of this product. Microsoft Excel was used to carry out the calculations present in this report. Site specific wind analysts may produce alternate limitations provided maximum rated wind pressure is not exceeded. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER&manufacturer-provided model specifications ORIGINAL SIGNATURE AND RAISED SEAL The product components shalt be of the +naferiat specified to -the manufacturer-provided product specifications.All screws must be installed REQUIRED TO BE VALID PER CODE: in accordance with the applicable provisions & anchor manufacturer's I i 1✓, published installation instructions. _I• i� r. -4. ti ..*".."iii, At LIMITATIONS&CONDITIONS OF USE: eiri ✓/ Use of this product shall be in strict accordance with this TER as noted , ��' 4�~�e -:. 'C1t3r, ,- 6 1�� herein, See final page for complete limitations and conditions of use. ,r . _ - OPTIONS: `t- - - This evaluation is valid for all CARRIER model families 50ZPC, 50ZHC, k L.3thThrdo, '.E..,tSkCB 50VL-A, 50VL-B, 50VL-C, 50VT-B, 50VT-C, 50VG-A, 50VR-A, capacities .� �a .. ID, 24, 30, 36,42,48, 60. Unit Model example: 50VT-C48. � �- �N FINISH: ✓✓� Y y n'' ,,, 1 Baked enamel. The FRC 14 defines APPROVED SOURCE{Section 2.21 as 'An independent person,firm or corporation,approved by the budding A-iia wk,,is competent and experienced in the app:icanon of engineenng prinoples to maiena:s,methods or systems analyses-Engineenng Express®proless.onals meet the competency requirements as derir':,d in inns EEC inn can sea t ii-ir work.Engineering Espres-' s regularly engaged in conducing and providing engineering evaluations of single element and fail-scale budding systems tests CARRIER PACKAGE UNITS Engineering Express` .1 TER-16-3190.13 4 SECTION 2 PRODUCT GROUND INSTALLATION Package Unit N ...► Kam., �--' I''' ; ;J �- Ground substrate TIE-DOWN CLIP B I=. I -- "" (concrete,see (GROUND APPLICATION) I I schedule below) BMP Clips 2' wide ASTM A283 "- !� r (Grade D)steel 0 113'thick of varying length for all cabinets tied down 0 o ground structure or equivalent clips, 'it, ' : ;;..---' fasten clip to structure using anchor from Anchor Schedule to Host _._. �� (1 U V 0 Structure Table and (4) #12 SAE ° (� Grade 5 sheet metal screw to fasten 00 clip to unit base pan Install in unit with . - quantities shown in Tie-down Clip i-'""� Tie-down clips location. No 0 o Schedule.Locate clips at 3"from the See tables below for appropriate corner. specifications and details BMP part number TD-042 for exact location TIE-DOWN CLIP SCHEDULE TIE-DOWN CLIP A (GROUND APPLICATION) Tie-down clips 3.25`wide ASTM A653 UnitTie-down Tie-down '� a cabinets tied down to a steel 1� . ground structure(concrete slab);fasten Models+ aiPs A Clips B Y' Op to structure using (1)anchor from 1 Anchor Schedule to Host Structure .. . Table(A)and(3)#14 SAE Grade 2 self- _ Table 1 & 6 drilling screws to fasten clip to unit base I pan.Install in unit with quantities shown Ta bIa NA fi .,, In Tie-down Clip Schedule.Locate clips at 3'from the appropriate corner,equally + See tables an last page for cabinet classification, spaced.Kit#CBTDC-KGR ANCHOR TO HOST STRUCTURE SCHEDULE Unit Anchor Type Anchor Types to Host Structure: Models« Clip Type Concrete 3,000 Psi 1.-3/8'INV RED HEAD Trubolt wedge.Into 3,000 psi concrete minimum,edge distance 2-5/8"minimum and spacing 5-114'minimum. Table 1 TypeA 1 Type B 2 2.—1/4"ELCO ULTRACON SS4 Anchor embedded 1 3/4"'in 3,000 psi TypeA NA concrete.2 1/2"from edge minimum. Table 2 ' Type B 2 NA.-No anchors apply. PANEL INTEGRITY Additional Additional Additional Additional Ground or screws reinforcement Screws reinforcement Unit Unit Models Roof Panel Name Required required Models Required required Height* (pa) beyond original (pa) beyond original manufacturing manufacturing, TOP PANEL - - PANEL A - - PANEL B - - Table 1 Ground PANEL C Yes Table 2 No PANEL D - PANEL E - PANEL F - PANEL G SEE DETAIL - IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED,IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS° 160 SW 12T"AVE.SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 7 (954)354-0660 ENGiNEERINGEXPRE55.COM CARRIER PACKAGE UNITS Engineering Express® i TER-16-3190.13 TIE-DOWN CLIP LAYOUT ' DIM. 2 ® DIM. 2 I DIM. 1 DIM. 11--- —4 I I \ fo,V.,((=""-"""" —1.0) 1 iii.'it ..4,-„, _ :-. j97,7,,,.;iod ,i.i. ,,,, ,,: „..„- ,,. ,_..i, A. . s - g, ..,...„._ 00--- + n DIM. 1 ,, DIM. I • . 000e + DIM. 2 4, DIM. 2 -4 \ TIE-DOWN CLIP LAYOUT N T.S PLAN C1...") MECHANICAL UNIT N T.S. ISOMETRIC 00 f —' --1 '—i = = �7 l r._, = , LOUVERS } ' $ ? , $ 4"LONG STRAP TIE-DOWN CLIP LOCATIONS I ; ` = - TIE WE(3)#10 SMS s z'4`—; �; - ' ; SS410,(2)PER DIM, 1 10'MAX. € t ��- LOUVER • DIM,2 ON CENTER(LONG SIDE OF UNIT) I AS SHOWN 3 LOUVERS REINFORCEMENT i SCALE N.T.S. FRONT VIEW FORCES SUMMARY Lateral Uplift Large Large Large Small Small Small Max Unit Side Side Side Side Side Side Uplift Pressure Pressure Models (Psf) (Psf) Force Overturn Tension Force Overturn Tension Force (lbs) (lbs-in) (lbs) (lbs) (lbs-in) (lbs) (lbs) Table 1 42.4 42.4 759.0 29218.7 690.5 683.0 28084.4 663.7 586-0 Table 2 42.4 42.4 619.0 17489.3 546.5 388.0 15300.7 478.0 471.0 Note: 1. Calculations performed according to the Information provided by the client Cabinets were assumed sold(0%porosity)for shear and tenson calculation purposes. 2.Screw quantities were checked to reinforce unit panels as needed.They shall be spaced evenly throughout the panel bottom part. validating that the screw Joins the panel with the supporting element.Screw sizes,quantities on panel,and panel characteristics are accord.ng to client's description. 3.Additions'screw shall be at least#10 SS 410, 4 For panel G.strap tie shalt be no thinner than 16ga(This note applies just for unit models in table 1) 5.Installer shall insulate dissimilar metals. 6 Units on details,may differ from actual units in appearance. 7.Details apply for clip type A&clip type B.with model unit limitation(see Table 2 last page). 8.Slab dimension by others. ENGINEERING EXPRESS° 160 SW 12T"AVE.SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 7 (qS4)'3c4-f660 ENGINFFRINt;FXPRFSS.COM CARRIER PACKAGE UNITS Engineering Express® I TER-16-3190.t3 SECTION 3 PRODUCT ROOF INSTALLATION Package Unit �'• (,r. ,:-.......1.41,,,;1:4=, y TIE-DOWN CLIP l� (ROOF APPLICATION) i ',-,,,-- -----;';i BMP Clips 2' wide ASTM A283 1 f °'I t ;', Roof structure f (Grade D)steel 0.113'thick of varying .., . 1 i �` - r�" substrate(steel, length for all cabinets tied down to a i i > " ` aluminum see roof structure (roof stand) or . •, i i' ' equivalent Gips; fasten clip to I,f I i • schedule below) (� structure using (2) anchor from U O Anchor Schedule to Host Structure Table and(4)#12 SAE Grade 5 sheet a metal screw to fasten clip to unit base r pan. Install in unit with quantities -'3 - shown In Tie-down Strap & Clip if- Tie-down cable.See Schedule,Locate Gips at 2'min from 1 ��� tables below for the appropriate corner. 1�� specifications No 0 0 BMP pan number TD-042. Tie-down clips location. See tables below for specifications TIE-DOWN CABLE&CLIP SCHEDULE Tie down Cable Type:(for roof applications) 1.- 7x7 Galvanized cable for industrial Unit Roo{ Tie-down Cable Cable WLL Screw Curb/ Tie-down application or any cable configuration that meets s Height*' Cable Diameter or exceeds WLL(Working Load Limit)specified, Model (lbs) Unit Rail Oips 2.- Minimum edge distance 3' from the unit ' comers. Table 1 Up to 200' 2 1/4" 1220 (1)B @2-1/8" 4 3.-Tie-down cable shall be wrapped around the (250') unit and roof stand rail,and shall be lightened to - a snug fit using the tumbuckle. * The value shown in parentheses indcates the allowable roof height in 170mph conditionsi e 200' 4.- Provide two cables per unit and one (250')Indicates an allowable roof height of 200'for 175mph or 250'for 170mph Vult tumbuckle per cable.installer shall verify that the capacity of the turn buckle meets or exceeds + See tables on last page for cabinet classification cable capacity. 5.- Neoprene pad shall be placed between the ANCHOR TO HOST STRUCTURE SCHEDULE cable and the cabinet to prevent distortion. Anchor Type Anchor Types to Host Structure: Unit Roof 1/8" Min A.—114"SAE Grade 5 screw minimum 1/2"from edges Models` Height' 1/8" Min 6061-T6 A653 with nut and washer OD 0.75" A36 Steel Steel Curb Aluminum B.—#12 Stainless Steel 410,Self-drilling screw,no less than'//"long.. Up to 200' Notes: Table 1 (250') A A B 1.-Minimum steel curb thickness 18ga. PANEL INTEGRITY Additional= Additional Unit Roof Screws reinforcement Notes: Panel Name Re ulred required 1,Calculations performed according to the information provided by the client. Models Height � ) beyond original Cabinets were assumed solid(0%porosity)for shear and tension calculation purposes. manufacturing 2. Screw quantities were checked to reinforce unit panels as needed.They TOP PANEL 0 shall be spaced evenly throughout the panel bottom part validating that the PANEL A 2 screw Joins the panel with the supporting element (base panel, for more details see last page). Screw sizes, quantities on panel, and panel PANEL B 0 characteristics are according 10 client's description Up to 200' PANEL C 4 3 Additional screws shall be at least#10 SS 410. Table 1 Yes 4 For panel G,strap lie shall be no less than 16ga. (250') ,PANEL D _ 4 5 Installer shalt insulate dissimilar metals. PANEL E 0 , PANELF 2 PANEL G See detail 8_ ENGINEERING EXPRESS® 160 SW 12"'AVE.SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 7 (9S4)3S4-0660 ENGINFERINGEXPRFSS.COM C!RRIER PACKAGE UNITS Engineering Express" I TER-16-3190.13 TIE-DOWN CABLE AND CLIP LAYOUT a^ � ROOF STAND PER SEPARATE T. N---- I ENGINEERING -- TIE-DOWN CABLE / SEE TIE DOWN := SCHEDULE _ J~.__ TIE-DOWN CABLES //// SEE TIE-DOWN (t f! Pi '—''s �` SCHEDULE h Y 6202))))) ) ,,, '' ' i\t,L•,,,_•\ -.!._::4"; 1,,i„))) 1 UNIT BASE RAIL / tip TIE•DOWN CUPS ::"; [ may-- SEE TIE DOWN SCHEDULE C • 2 ; , i TIE-DOWN CLIPS SEE TIE DOWN NEOPRENE I _ SCHEDULE ! 1 PAD o I o ._, 3119"-•4294' --, 7 / SEE ANCHOR TO ROOF STAND - ,, TYPICAL ROOF MOUNT ON STAND HOST STRUCTURE /PER SEPARATE h 2 , SCALE-NTS PUN VIEW SCHEDULE TABLE ENGINEERING 0-TYPICAL ROOF MOUNT ON STAND SCALE N S ELEVATION VIEW PACKAGE UNIT SEALING • GASKET • UNIT BASE 1-RAIL r #12SSCD. . 1 SELF DRILLING NEOPRENE PAD SCREW(B)© f; _fa EACH ,..--.=r— LONG SIDE, ---- TIE DOWN CABLES CURB FRAME CENTER ON SEE 11E DOWN PER SEPARATE UNIT RAR SCHEDULE ENGINEERING TURNBUCKLE Q ' 4 ROOF MOUNT ON CURB SCALE N'S DETA; vISW a Ss"0 CROSBY S-279 ' FORGED MACHINERY SHOULDER NUT EYEBOLT, Q • r-? f t TYP. REINFORCEMENT PLATE 01C117-'- 1C (; I` •�._ I I 7 51 F ROOF CURB PER SEPARATE fr ENGINEERING /5 • �; TYPICAL ROOF MOUNT ON CURB _ i SCALE'.N T.5 ELEVATION VIEW ENGINEERING EXPRESS® 160 SW 124'AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 5 of 7 1954)354-0660 ENGINFFRINGEXPRESS.('(1M CARRIER PACKAGE UNITS , • T.--,•••• 1-• 4",—, Eng;roaering Express ' 9 Et-s- 9e-3 4 YP1, 13 12ga ASTM A653 W 0 CROSBY S-279 STEELCENTER EYEBOLT FORGED MACHINERY , ---\\ VERTICALLY IN SHOUWER NUT REINFORCING ,,----uNrr BASE RAIL PLATE BASE RAIL EYEBOLT,TYP. 1 0.7'MIN TYP © @ )i I 0 \ i ' i 111 0 ,.....-- (0) *12 55 410 SELF DRILLING SCREW, TYP. 111111. i I/ 7 6"MIN Thiy•04;N TYP D SCREW BELOW, NOT PLACE 0 REINFORCING PLATE OPENING,TYP. DETAIL VIEW / UNIT BASE RAIL #12 SS 410 SELF DRILLING SCREW, TYP. 4 W 0 CROSBY S-279 ......._.„ . . , I: FORGED MACHINERY \--- SHOULDER NUT r---1 c=c1=' c=r"--1==== ,,,t-- LOUVERS =2===3 =3 0 0== W NUT&USS FLAT \\\- *'ii: EYEBOLT,TYP. _== ==== === ===1=0 WASHER GRADE 5, o o= =C=3=== IV?*0.0 === ==3=== =0 0==3 l' 4"LONG STRAP am Ill , ==== =0 0 3=3 0 0 0 0 0 10 0 TIE UV/(3)#10 SMS I2ga ASTM A36 '.t- Ara 01 ,smst fm-22 m ff),,,E1 azi,,,.,r. SS410,(2)PER STEEL, " NM lilt CD ft LOUVER REINFORCING AS SHOWN PLATE IMI 111 7 LOUVERS REINFORCEMENT SCALE:N.T.S. FRONT VIEW 0 REINFORCING PLATE N.TS DET AIL VIEW FORCES SUMMARY 1 Lateral Uplift Large Large Large Small Small Small Max Unit Roof Side Side Side Side Side Side Uplift Pressure Pressure Models Height* Force Overturn Tension Force Overturn Tension Force (Psf) (Psf) (lin) (lbs-in) (lbs) (lbs) (lbs-in) (lbs) (lbs) Up to 200' Table 1 (250 193.1 93.4 3450.0 117787.7 2783.8 3106.0 110955.0 2360.7 1290.0 ") I ENGINEERING EXPRESS 160 SW 12i"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 6 of 7 (qc41 154-0660 ENGINFFRINGEXPRFSR.CCIM CAP.RIER FACKAGE UNITS Engineering Express® I TER-16-3190.13 SECTION 4 UNIT FAMILIES,DIMENSIONS& PANEL LOCATION ,---- ----7.. --- -0+6.-1.-- --•.-7 s...,.., LOUVER PANEL ........__ ............_...... I----------I ,, ----touYER F:EL G . . . S.4/...11.•04101r0.0.111.11111•111/114,,allte , ,............................2 LOUViR PAN(I G G tOtivER PANE!. ,, , , o.....0...ft,....4....1]...prr...r.qp............., .,, DVC A B p; C) C • 11111.• B 0 . F (7 ,' : E ? . . . - oattiii4 : Ductii;r4 • 01111114 • . . ---, , X X — X X '` X ___,_ 1t TABLE 1 Recommended reinforcing FAMILIES:50VL-A, SOVL-B, 50VL-C, 50VT-B, 50VT-C, 50VG-A,50VR-A. screw location.See panel CAPACITIES:24,30,36,42,48,60 integrity for quantities per UNITS DIMENSIONS: panel. WIDTH:31.19"-42.94' DEPTH:47,00" HEIGHT:42,13"—52.75' WEIGHT:288 lbs.—506 lbs. • • • v., raw C 4rle!!!IMIE!!!!!!!!!!71521r 7w RA F E _ •e -... f.pmeumemorrannor M ta,f1 IB r , 4.temeemelims , . -1) v. • ; s„ , . , . -tW ' r ',.. i . \., 1 ' D . TABLE 2 FAMILIES:50ZPC, 50ZFIC CAPACITIES:24,30,36,42,48,60 UNITS DIMENSIONS: WIDTH.32,00' DEPTH;51.00' - , ____ HEIGHT:30.13 —42 13' WEIGHT:230 lbs.—425 lbs. CABINET NOTE:50ZPC&50ZHC are not suitable for Clip A,and it is design just for ground mounting, LIMITATIONS&CONDITIONS OF USE: lyse bt rors,brodest soy: 'r, a ' r 'yrnarce brrn. .7>I LR 3.S.ac„:,.i horror itte subbortrng tor strusrgre areb.be rrJeecined re resrsi art ryttxtbru;gesed earacs as erreraYsed by rbroers on a ere sbectr C Cams as ma,be requb eu cy tar Arab:rot,Ha are)Jerrsbicace Hes:etotsbare cencenerts which are as,acceurrtee ler el!Ors prcaucl s resperbye cacao t schadrie na:1 he rresrgaeci err a mat spear bases by a rag f.te“Ni orcfef,',..-,enal cog neer Ne er,art.rat co is CitVe'd tar;ne trout ,..aVVaa la''-ata:"'be byese of tnrr;r:torgorerl Arnabl-neer'arbors gr.:lee sero'"sod Iva abet:atrtgry coder:most re c rrnsrecr est tee atrnercattrn Art worni Yoroboaerty,t,?von are permanents,rnsratter: snob be prerecred ago nstroo;.-..-,11 ',",'11m.00a;ca orb,:a,e,Sons bornacye at art twos Fosgeoers Mao'.beneerbe the Support og memberS sarb that the bet renbrrnt cf the lb:rear-WS barbel is Orr rtgar o rne roarer oyeboter At comas errors sear:, eggs and arrayttrnetyr pat,,,x,by 5,a)s!atja:,a ter ebbga bot barn as rang as the cx:az,:es of u,e c<1',.,,ae,i casts are e.::< ;,1 or st,on5er Ti,:f;omen.!.0...,3,,,v rffer a:f,:,,,.'::L..1'i),,'-...)a val 050yC,V.Vje 'bay'errneyy,rno,yrgerrearts born',lyprernry are ger reertbrea bby toss type at sroberer Ail al bre word,eseerre e,rerror barters VaivvasaVy meet or exceed leer capably to tersysl the(-tester,rv-rryl roads as staler:I rot the calcuratrorts as reentrecl tea:t'4';'ra'Xia3 Sgrid,rir3 Ccrne robs Est Iran 4' 0,,e :..) l•-,-;;:,-,je:(,r7,,,.otc.000ere/0 el Core ends &yr:art en arva tteberrnag corset bar a,:aa,atety eva ua:ea by 4:an draphrobet acres 04 external coornergebbs and 4,1aaVal alaferara.tore Vase rest '40 c41,,,,,,,',,.,,,,,,-4a,44 4.ea,,.'4,44,,,,,,40 4 4",,,41,,-a,,,a,btar sans!yr:trey yr:gray:err yelby 4 4,444,a,-4;aia :jdr.,:y t!,,;,.;emert rearogyrragsb or after a rarned storm,a',.scre,,f,.,rats trot branbortert'S Cl rart ansarya, b^rte,r'ay:t545 an,...!cat;e.s ow to:9,,er,f.er,1 tray rne tr'C rbat-•.7‘r Alt darnabel babrner.Crfr,r7;r•,NT,:s lor;se co,oleO t,o),en sc•er,:s or anrt,t•rtio,1,1 cf,ell!),.ref.:,a,:*(1 to unsure Strufamral -- ,........— IcaCgl•.:y r.r;r bertrazare:, ENGINEERING EXPRESS' 160 SW 12''AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 7 of 7 iqS41 354-0660 FNGINFFRINGFXPRFSS.COM