CREEK Technical Services, LLC
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1 Technicl Services, LLC Certificte of uthoriztion No Edinburgh Dr Tmp, FL (813) EVLUTION REPORT FLORID BUILDING CODE, 6 TH EDITION (2017) Mnufcturer: VRITILE INC. Issued ugust 13, Denny Rd. Ste. 200 Wilmington, DE (541) Mnufcturing: Qulity ssurnce: Belgium UL LLC (QU9625) SCOPE Ctegory: Roofing Subctegory: Metl Roofing Code Sections: , , , , Properties: Wind Resistnce, Wind-Driven Rin, Physicl Properties REFERENCES Entity Report No. Stndrd Yer PRI Construction Mterils Technologies (TST5878) MTTE STM G TS PRI Construction Mterils Technologies (TST5878) MTTE STM B TS PRI Construction Mterils Technologies (TST5878) MTTE STM E PRI Construction Mterils Technologies (TST5878) VRT UL PRI Construction Mterils Technologies (TST5878) VRT TS 125 UL 580 UL PRI Construction Mterils Technologies (TST5878) VRT TS PRI Construction Mterils Technologies (TST5878) VRT TS 125 UL 580 UL PRI Construction Mterils Technologies (TST5878) VRT TS UL LLC (TST9628) ER ICC-ES C10 ICC-ES C VR b FL17750-R4 Pge 1 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
2 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck PRODUCT DESCRIPTION Bond (7 pn) Mteril: Bevertil Tile; in. x 50 in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section Clssic Mteril: Metl pnel; in. x 49.8 in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section Gllo Mteril: Metl pnel; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section VR b FL17750-R4 Pge 2 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
3 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck ipnel (non-hvhz only) Mteril: Shingle; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section ishke (non-hvhz only) Mteril: Shke; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section ishingle (non-hvhz only) Mteril: Shingle; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section VR b FL17750-R4 Pge 3 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
4 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck islte (non-hvhz only) Mteril: Slte; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section Mistrl Mteril: Metl pnel; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section Rivier Mteril: Metl pnel; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section VR b FL17750-R4 Pge 4 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
5 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck Shke Mteril: Wood shke; in. x 49.8 in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section Viksen Mteril: Wood shingle; in. x in. coverge Preformed, fstened, stoned-coted steel pnels Min. 26 g. STM 792 Z50; F y = min. 50 ksi; Shll conform with FBC Section VR b FL17750-R4 Pge 5 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
6 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck PPROVED SSEMBLIES System 1 10 Fsteners Bond (7 pn), Clssic, Gllo, Mistrl, Shke, or Viksen Slope: Roof Deck: Underlyment: ttchment: Mximum Design Pressures: Exposure 3:12 or greter Solid or closely fitted min. 15/32 in. plywood shething for new nd existing construction t mx. 24 in. spn; In the HVHZ, new construction shll be min. 19/32 in. plywood t mx. 24 in. spn; Designed by others in ccordnce with FBC requirements. Instlled in ccordnce with FBC requirements. In the HVHZ, the minimum underlyment shll be STM D 226, Type II instlled s described in RS 115 Section 4. t the eve nd rke edges, the underlyment shll be folded down to cover the edge of the shething. Bond (7 pn), Clssic, Gllo, Mistrl, Shke or Viksen pnels instlled with five (5) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws long the bck shelf of ech pnel nd five (5) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws through the nose of ech pnel s shown on following pge. Pnels pplied with 14-1/2 in. exposure nd overlpped djcently 2-1/2 in. Fsteners must be corrosion resistnt in ccordnce with section psf Pressure clculted using 2:1 mrgin of sfety per Mximum Men Roof Heights for Gble/Hip Roofs Slopes 2:12 12:12 9 Bsic Wind Speed (mph) Zone 1 Field D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 Perimeter C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 38 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 50 ft 27 ft 19 ft Zone 3 Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 42 ft N C 60 ft 60 ft 60 ft 60 ft 48 ft 27 ft 19 ft N N D 60 ft 60 ft 60 ft 42 ft 20 ft N N N N Notes: 1) Exposure ctegory for the structure loction shll be s defined in the Florid Building Code 2) Limittions re bsed on the exposed re of 10ft 2 or less 3) Topogrphic fctors such s escrpments or hills re not included in the bove ssessment 4) pplicble for Enclosed Buildings without overhngs 5) N = Not llowed 6) K d = ) Projects with men roof heights of greter thn 60 ft shll be evluted by licensed design professionl 8) See pge 13 for detils for dimensions nd locles of Zone 1, 2, nd 3 9) V ult is shown in the bove tble. Design pressures re clculted using V sd = V ult 0.6 per ) For Hip roofs between 2:12 nd 5.6:12, Zone 3 shll be treted s Zone 2. Continued on next pge VR b FL17750-R4 Pge 6 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
7 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck System 1 10 Fsteners Bond (7 pn), Clssic, Gllo, Mistrl, Shke, or Viksen Bond Clssic Gllo Mistrl Shke Viksen VR b FL17750-R4 Pge 7 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
8 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck System 2 16 Fsteners Bond (7 pn), Clssic, Gllo, Mistrl, Shke, or Viksen Slope: Roof Deck: Underlyment: ttchment: Mximum Design Pressures: Exposure 3:12 or greter Solid or closely fitted min. 15/32 in. plywood shething for new nd existing construction t mx. 24 in. spn; In the HVHZ, new construction shll be min. 19/32 in. plywood t mx. 24 in. spn; Designed by others in ccordnce with FBC requirements. Instlled in ccordnce with FBC requirements. In the HVHZ, the minimum underlyment shll be STM D 226, Type II instlled s described in RS 115 Section 4. t the eve nd rke edges, the underlyment shll be folded down to cover the edge of the shething. Bond (7 pn), Clssic, Gllo, Mistrl, Shke or Viksen pnels instlled with eight (8) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws long the bck shelf of ech pnel nd eight (8) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws through the nose of ech pnel s shown on following pge. Pnels pplied with 14-1/2 in. exposure nd overlpped djcently 2-1/2 in. Fsteners must be corrosion resistnt in ccordnce with section psf Pressure clculted using 2:1 mrgin of sfety per Mximum Men Roof Heights for Gble/Hip Roofs Slopes 2:12 12:12 9 Bsic Wind Speed (mph) Zone 1 Field D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 Perimeter D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 48 ft 27 ft Zone 3 Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 42 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 46 ft 26 ft 19 ft N D 60 ft 60 ft 60 ft 60 ft 38 ft 19 ft N N N Notes: 1) Exposure ctegory for the structure loction shll be s defined in the Florid Building Code 2) Limittions re bsed on the exposed re of 10ft 2 or less 3) Topogrphic fctors such s escrpments or hills re not included in the bove ssessment 4) pplicble for Enclosed Buildings without overhngs 5) N = Not llowed 6) K d = ) Projects with men roof heights of greter thn 60 ft shll be evluted by licensed design professionl 8) See pge 13 for detils for dimensions nd locles of Zone 1, 2, nd 3 9) V ult is shown in the bove tble. Design pressures re clculted using V sd = V ult 0.6 per ) For Hip roofs between 2:12 nd 5.6:12, Zone 3 shll be treted s Zone 2. Continued on next pge VR b FL17750-R4 Pge 8 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
9 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck System 2 16 Fsteners Bond (7 pn), Clssic, Gllo, Mistrl, Shke, or Viksen Bond Clssic Gllo Mistrl Shke Viksen VR b FL17750-R4 Pge 9 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
10 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck System 3 10 Fsteners Rivier Slope: Roof Deck: Underlyment: 3:12 or greter Solid or closely fitted min. 15/32 in. plywood shething for new nd existing construction t mx. 24 in. spn; In the HVHZ, new construction shll be min. 19/32 in. plywood t mx. 24 in. spn; Designed by others in ccordnce with FBC requirements. Instlled in ccordnce with FBC requirements. In the HVHZ, the minimum underlyment shll be STM D 226, Type II instlled s described in RS 115 Section 4. t the eve nd rke edges, the underlyment shll be folded down to cover the edge of the shething. ttchment: Mximum Design Pressures: Rivier pnels instlled with five (5) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws long the bck shelf of ech pnel nd five (5) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws through the nose of ech pnel. Pnels pplied with 14-1/2 in. exposure nd overlpped djcently 2-1/2 in. Fsteners must be corrosion resistnt in ccordnce with section psf Pressure clculted using 2:1 mrgin of sfety per Exposure Mximum Men Roof Heights for Gble/Hip Roofs Slopes 2:12 12:12 9 Bsic Wind Speed (mph) Zone 1 Field D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 Perimeter C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 52 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 22 ft Zone 3 Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 52 ft 36 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 38 ft 22 ft N N D 60 ft 60 ft 60 ft 60 ft 31 ft 19 ft N N N VR b FL17750-R4 Pge 10 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
11 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck System 4 16 Fsteners Rivier Slope: Roof Deck: Underlyment: ttchment: Mximum Design Pressures: 3:12 or greter Solid or closely fitted min. 15/32 in. plywood shething for new nd existing construction t mx. 24 in. spn; In the HVHZ, new construction shll be min. 19/32 in. plywood t mx. 24 in. spn; Designed by others in ccordnce with FBC requirements. Instlled in ccordnce with FBC requirements. In the HVHZ, the minimum underlyment shll be STM D 226, Type II instlled s described in RS 115 Section 4. t the eve nd rke edges, the underlyment shll be folded down to cover the edge of the shething. Rivier pnels instlled with eight (8) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws long the bck shelf of ech pnel nd eight (8) #10-15 x 2-1/2 WoodGrip HiLo HWH wood screws through the nose of ech pnel s shown on following pge. Pnels pplied with 14-1/2 in. exposure nd overlpped djcently 2-1/2 in. Fsteners must be corrosion resistnt in ccordnce with section psf Pressure clculted using 2:1 mrgin of sfety per Exposure Mximum Men Roof Heights for Gble/Hip Roofs Slopes 2:12 12:12 9 Bsic Wind Speed (mph) Zone 1 Field D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 Perimeter D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 3 Corner D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 55 ft Notes: 1) Exposure ctegory for the structure loction shll be s defined in the Florid Building Code 2) Limittions re bsed on the exposed re of 10ft 2 or less 3) Topogrphic fctors such s escrpments or hills re not included in the bove ssessment 4) pplicble for Enclosed Buildings without overhngs 5) N = Not llowed 6) K d = ) Projects with men roof heights of greter thn 60 ft shll be evluted by licensed design professionl 8) See pge 13 for detils for dimensions nd locles of Zone 1, 2, nd 3 9) V ult is shown in the bove tble. Design pressures re clculted using V sd = V ult 0.6 per ) For Hip roofs between 2:12 nd 5.6:12, Zone 3 shll be treted s Zone 2. VR b FL17750-R4 Pge 11 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
12 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck System 5 ipnel, ishke, ishingle or islte (non-hvhz only) Slope: Roof Deck: Underlyment: ttchment: Mximum Design Pressures: 3:12 or greter Solid or closely fitted min. 15/32 in. plywood shething for new nd existing construction t mx. 24 in. spn; Designed by others in ccordnce with FBC requirements. Instlled in ccordnce with FBC requirements. ipnel, ishke, ishingle or islte pnels instlled with ten (10) #10 x 1.5 in. HWH dul thred fsteners with 0.5 in. O.D. seling wshers locted 1 in. down from the top of the pnel nd pproximtely 5 in. on center between edge fsteners. Edge fsteners instlled 2 in. from ech edge. Fsteners must be corrosion resistnt in ccordnce with section nd penetrte through the shething min. 3/8 in psf Pressure clculted using 2:1 mrgin of sfety per Exposure Mximum Men Roof Heights for Gble/Hip Roofs Slopes 2:12 12:12 9 Bsic Wind Speed (mph) Zone 1 Field D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 Perimeter C 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 52 ft 31 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 40 ft 22 ft N Zone 3 Corner B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 52 ft 36 ft N C 60 ft 60 ft 60 ft 60 ft 40 ft 22 ft N N N D 60 ft 60 ft 60 ft 35 ft 19 ft N N N N Notes: 1) Exposure ctegory for the structure loction shll be s defined in the Florid Building Code 2) Limittions re bsed on the exposed re of 10ft 2 or less 3) Topogrphic fctors such s escrpments or hills re not included in the bove ssessment 4) pplicble for Enclosed Buildings without overhngs 5) N = Not llowed 6) K d = ) Projects with men roof heights of greter thn 60 ft shll be evluted by licensed design professionl 8) See pge 13 for detils for dimensions nd locles of Zone 1, 2, nd 3 9) V ult is shown in the bove tble. Design pressures re clculted using V sd = V ult 0.6 per ) For Hip roofs between 2:12 nd 5.6:12, Zone 3 shll be treted s Zone 2. VR b FL17750-R4 Pge 12 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
13 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck Gble Hip Dimension shll be 10% of the lest horizontl dimension or (0.4 x Men Roof Height), whichever is smller, but not less thn either 4% of the lest horizontl dimension or 3ft. LIMITTIONS 1. Fire clssifiction is not within the scope of this evlution. 2. The roof deck nd the roof deck ttchment shll be designed by others to meet the minimum design lods estblished for components nd cldding nd in ccordnce with FBC requirements. 3. Reroofing shll be in ccordnce with FBC Section 1511 or Section 1521 within the HVHZ. 4. Instlltion of the evluted products shll comply with this report, the FBC nd RS 133 in the HVHZ nd the mnufcturer s published ppliction instructions. Where discrepncies exist between these sources, the more restrictive nd FBC complint instlltion detil shll previl. 5. ll products listed in this report shll be mnufctured under qulity ssurnce progrm in complince with Rule 61G20-3. VR b FL17750-R4 Pge 13 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
14 Technicl Services, LLC VRITILE INC. Metl Roofing Direct to Deck COMPLINCE STTEMENT The products evluted herein by Zchry R. Priest, P.E. hve demonstrted complince with the Florid Building Code, 6 th Edition (2017) s evidenced in the referenced documents submitted by the nmed mnufcturer. Zchry R. Priest, P.E. Florid Registrtion No Orgniztion No. NE9641 CERTIFICTION OF INDEPENDENCE Technicl Services, LLC does not hve, nor will it cquire, finncil interest in ny compny mnufcturing or distributing products under this evlution. Technicl Services, LLC is not owned, operted, or controlled by ny compny mnufcturing or distributing products under this evlution. Zchry R. Priest, P.E. does not hve, nor will cquire, finncil interest in ny compny mnufcturing or distributing products under this evlution. Zchry R. Priest, P.E. does not hve, nor will cquire, finncil interest in ny other entity involved in the pprovl process of the product. END OF REPORT VR b FL17750-R4 Pge 14 of 14 This evlution report is provided for Stte of Florid product pprovl under Rule 61G20-3. The mnufcturer shll notify Technicl Services, LLC of ny product chnges or qulity ssurnce chnges throughout the durtion for which this report is vlid. This evlution report does not express nor imply wrrnty, instlltion, recommended use, or other product ttributes tht re not specificlly ddressed herein.
CREEK Technical Services, LLC
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L8 CLL -800--600 R DIEBOLD 0 CSH RECYCLER TERMINL mm ( ") UL SFE - " OR " DISPLY THROUGH THE WLL 0mm (") 64 SFE ( 6 ") CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE
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L08 CLL -800--600 " OR " DISPLY - THROUGH THE WLL 0mm (") 40mm ( 6") CEN I CONSULT WITH DIEBOLD NIXDORF INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE
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9900 IN LOBBY TELLER - (ILT) PORTRAIT AND LANDSCAPE DISPLAY PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 6 CALL
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Delivery ddress: Mckenrodtstrße 4 609 Fuld, Germny Postl ddress: 605 Fuld, Germny Phone: +49 66 600-0 Fx: +49 66 600-607 Hrlow, Essex CM0 DY, UK Phone: +44 79 655 Fx: +44 79 656 Cnstot, NY 0, USA Phone:
SEE PAGES 3 AND 4 OF 7 FOR 3700 CASH RECYCLER THROUGH THE WALL WITH VESTIBULE TRIM KIT REFERENCE FRONT EDGE OF BEZEL FOR DEPTH DIMENSIONS
R DIEBOLD 00 LOBBY CSH RECYCLER- RER LOD L2 CLL -0--600 64 SFE (2 6 ") 40mm ( 6") CEN I SFE - " DISPLY OR " DISPLY WITH DETILS FOR OPTIONL VESTIBULE INSTLLTION CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH
Print This Page. Return To Index
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elivery ddress: Mckenrodtstrße 14 36039 Fuld, Germny Postl ddress: 36035 Fuld, Germny Fx: +49 661 6003-607 Emil: mil@jumo.net Temple Bnk, Riverwy Hrlow, Essex, CM20 2Y, UK Fx: +44 1279 62 50 29 Emil: sles@jumo.co.uk
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Mckenrodtstrße 4 609 Fuld, Allemgne 605 Fuld, Allemgne Tél. : +49 66 600-0 Fx. : +49 66 600-607 B.P. 4500 57075 Metz Cedex, Frnce Tél. : + 87 7 5 00 Fx. : + 87 7 89 00 Industriestrße 8 4700 Eupen, Belgique
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Courtesy of Steven Engineering, Inc. - 230 Ryn Wy, South Sn Frncisco, CA 980-5370 - Min Office: (650) 588-9200 - Outside Locl Are: (800) 258-9200 - www.stevenengineering.com 480 PHOENIX CONTACT Plug-in
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