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Home My Public Portal About2011 Abondoned Projectshave gask combu LACES fireplaces shall . doors and outdoor , . , 12.-# HANDRAILS REQUIRED. t =with continu uninterrupted grip. !RC 312, IBC 1013 GUARDS. Porches, b more/ re..t onies, decks, farms, etc. 30" above floor or grade: IDENTIAL — minimum height 36" CQMMF RGIAL — minimum height 42" Largest opening permitted is 4". L) OCT .( 01 �Y• 1I Lica(-77 0440k -ap& CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: /4/' /,2 LJ pi NAME T,/6el' 75Jixnr1 G� ADDRESS PIN # TELEPHONE Owner t%: th �r�.c1 / b g /arh 7 7 b e r / c . J 6� qi2 -665-- z92/0 Architect or Engineer ✓ /o%za 3i347 Building Contractor (fjtlrflm Col‘ /a snu, r,5 ,gut 7;' R54. ►, 4 64 912 -)) 4 -49 7 2_ (Check all that apply) ❑ Repair ❑ Renovation ❑ Minor Addition ❑ +stantial Addition Other Details of Project: Mr. sidential Single Family ❑ Duplex ❑ Multi - Family ❑ Commercial 3132 ❑ Footprint Changes ❑ Discovery ❑ Demolition 3c;' 011 ctxL itra / .12, Estimated Cost of Construction: Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (4) (5) (Enter appropriate number) Masonry (6) Other (please specify) Steel & Masonry ATTACH A COPY OF THE CERTIFIED EL: following information based on the constructic # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) Setbacks: Front # Bedroom Living spas With culve Rear Lizzeorc- OJ the # Stories Height Vertical grade of the building to the extreme high point 01 the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through 1d otApruz. On -site waste and debris containers will be provided by Construction debris will be disposed by t,triiii wi by means of 7.dvcI; I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: S�Z yfZ4 i7 Signature of Applicant: et/4/71 -e A permit normally takes 7 to 10 days to process. The. following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and /or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http: / /www.epa.gov /lead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. IF YOU'RE NOT EAD-SAFE CERTIFIED, :DISTURBING JUST SIX SQUARE FEET COULD COST YOU BIG TIME. Signature k4h(X/9/1 i? /i Printed Name Y0e34// Date D1711 Or NA a GEORGIA Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Undersigned GJ.r //z,9,1 ,' C &tc, Printed Name 9/z i) Date Office Use Only: Project Address: Permit Number: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: JS /q, i cf 5-1-y 1€ Yy b r i S Ct NAME ADDRESS PIN # TELEPHONE Owner 6/t di qnl Xii/a/1 /7 ? 09,4,- L n- & /Z) -3o3' -9Z9 Y Architect or Engineer Building Contractor *ItC-heck all that apply) ❑ Repair ❑ Renovation kE Minor Addition • Substantial Addition ❑ Other ❑ Residential ❑ Single Family Duplex n Multi - Family (�] Commercial Details of Project: Dec crck+i'v - £XIS+1:- CGd1 C re 4-E. Estimated Cost of Construction: $ Ir` r2-5 (912)21a -2O8S ❑ Footprint Changes ❑ Discovery ❑ Demolition CtLA).,-,t(3 2 CO G U Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (2) Wood & Masonry (5) Steel & Masonry 3) Brick Veneer P . • osed use: R-ema . s: ATTACH A Y OF THE CERTIFIED ELEVA following informa # Units Lot Area # Off - street parki Trees loc ss: based on the constructi aces (6) Other (pl =.se specify) SURVEY OF LOT and complete the rawings and site plan: Bedrooms Living space (total sq. ft.) listed on site plan Driveway Setbacks: Front (ft.) # Bathrooms With culvert? Rear With swale? Sides (L) (R) # Stories Height Vertical distance measured from - average adjacent grade of the building to the extreme high point of the building, exclusive of c ' .1 eys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through �yh rts� s (�,,,� S On -site waste and debris containers will be provided by Construction debris will be disposed by Kos 6r, fF,,. by means of Vpct p Lie ry m �n .‘tylat I I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: /Z /Z /// Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Utilities any Describe ar. Access to bi Distance to Distance to . Water meter Storm drains Approvals: Zoning Adm. Code Enforcf Water /Sewer Storm/Draina Inspections City Manager e)1.1 S:_e_r2A e- G PP1-° je, . NFIP Flood Zone Existing fPz Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http: / /www.epa.goviead /pubs /renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre - renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: Take training to learn how to perform lead -safe work practices. • Find a trainino provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use led-safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. r IF YOU'RE NOT LEAD SAFE C[RTIFlED. .DISTURBING JUST SIX SQUARE FEET . COULD COST YOU -BIG TIME. Signature /, /_\ r /S 6/%6C(/) Printed Name /Z /Z 7/// Date Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. /7/2-1 /2 - 27 // Undersigned % Date Printed Name Office Use Only: Project Address: Permit Number: t2Vir;f,-)C' P (ctY1$ for Decor've. FQS C-corl 1X ciY•ci ovt-r- torre5 e ye. r1/4 Gctivetrti2_eci corronct4-eci me--1--ck I roo-f Fcts4-ey‘ed t•Il 1.44A i "Sklee.-1- fite---1-44 Screws 0, 30 Feel- V €4,-- A. CA FrctivNe.t.vor-K ctbove- 1-ci 13014+ 4-op erf. e_xiss-fikA5 31144euCt Cancfc+e over-hurti. rc" ITZLPLL EL Ls 'F r jJCA) 1x 6 Facie,- booed C , e-zzec, ' CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: ? 0( NAME ADDRESS PIN # Owner K 'PHII': 1./ < t -i:6,1-t k . _ . -7 Q ( 11-1-t Si 1 I I 2' 7 (1, j -eL_ 1 a 1, .A. C- A Architect or Engineer — Building Contractor I \i 6 tgL.. 1) _ 1 cpc{ i.v tJ `z S Avc - L`_,i. Yua. 61 12, Lo SI' f) I '1 P UCIt 09 (Check all that apply) (l Repair ❑ Residential Renovation ❑ Single Family ❑ Minor Addition ❑ Duplex ❑ Substantial Addition ❑ Multi - Family 14 Other F9JL ❑ Corn z. vk_e_E -> �' ,P v tic- � � a le ti �� °tU --11-4- Details of Project: AVE - oV/0 it, rnck/c f Suc..� ' 'rl 3T I',) .r-o I�u1) 4) a -v a P i• +v , it c. k G it - ) rnR �' TC 5 ` otielz ,- ' Ta pcpL r p Div:, —Tti;-rU /3 u ' L 4)1" 0 1 Imo% n1 S ' 14-f G 1{ 61-F x- poi. -1,irD y 4h/D6 22-ii-k... TII L--.E- i2-- 1 %-n F4Z.b v v'i-n L;) c 1-SP .0 to G 1� A-,2e, c..L5 f7cx (Nor i & Estimated Cost of Construction: $2,000,4c) NC; —&--) ❑ Footprint Changes in Discovery ❑ Demolition Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter appropriate number) (4) Masonry (5) Steel & Masonry (6) Other (please specify) �S 1 >/1 -ETZ -- i (eoc ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following informati n based on the construction drawings and site plan: # Units (` J ' # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. \\(D.-,„ During construction: On -site restroom facilities will be provided through w On -site waste and debris containers will be provided by ck,, Construction debris will be disposed by ijc;i jCa�e,{T by means of irC I (1/ I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: i t - 3V - 1( Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http: / /www.epa.govhead /pubs /renovation.htm. Please use that site to access the following information, Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre-1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeepinq checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • ..Read bout how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. IF YOU'RE NOT LEAD SAFE CERTIFIED. ISTURBING JUST SIX SQUARE FEET `COULD COST YOU -BIG TIME Sighature <� (2-i Pr ,(kl y Printed Name I(- Date Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. ziciA J Vu.c_Co k_ Printed Name l( -3D-- 1/ Date Office Use Only: Project Address: Permit Number: REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5 -4, Code of Ordinances. Section 5 -4 -9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: p-: - c `c.,` q &Co u'f- -� Project I.D.: 1 Attachments approved by: Date: j (- 30 - June 30, 2010 The following deficiencies have reached an unacceptable level on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the Owner or his agent, they are their responsibilities. The two areas of deficiencies are in the two most basic and common BMPs on local projects. They are: Co — Construction Exit Sdl — Sediment Barrier Correct installation information can be found not only in the "Green Book" but in the Field Manual for Erosion and Sediment Control in Georgia, Fourth Edition 2002, 4310 Lexington Road, P.O. Box 8024, Athens, GA 30603, telephone 706.542.3065, www.gaswcc.org, Georgia Soil and Water Conservation Commission; http: / /www.gaswcc.org /docs/ fi eld_manual_4ed.pdf. Problems with the Co is not limited to the installation, but to the material. Specifically, the job site personnel are telling me the stone delivered is the 1.5 " -3.5" stone they requested. I have experienced on my own projects suppliers not adhering to the specs they are given with the orders. While I regret this situation, I will no longer be accepting any deviation from the State requirements. The stone will be a representation of 1.5 " -3.5" stone or larger. Gradations that are obviously smaller will no longer be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the construction exit. Similarly, I am finding Type A sediment barriers installed where Type C is required and shown on the permit drawings. I have attempted to work with the Owners through increased inspections, additional backup BMPs, etc. This has evidently become common knowledge based on the installations I am finding, Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A. There has been no discharge into state waters due to previous occasional deficiencies. However, the increased frequency has created unnecessary exposure to: 1) Sediment discharge into nearby waters of the State, 2) Increased maintenance efforts by the DPW on downstream lines. 3) Due to #2, higher cost to island taxpayers. I will be adhering strictly to the manual on all BMPs and not just these two. Downer Davis City of Tybee Island Consulting Engineer Si; ature of Ownera ntractor 44:7 \ jd 116.67' THIRTEENTH S ST SO' VW W 3 71 '2 223.24' /71, LOT 357 —A S .9 ,tty 4 / $. / 1 ▪ LOT 33—A '°4► °4' s (WM PRO 24 -? 4B) 108.57' OT 338 —A ARIA - 0345 Fs -Ex 15-n mot to Pry, ►/ PrLAt ARIA . ww sr LOT 35e 8.1 ARIA . +444 Mr r$, 7.5 4• 4 /,. 7.2 LOT we 4414D CI bSPs"-i_ MovF 6 i✓ x. l ST ; k3 47% F-a r■SCs6 S' SID l aw �2 vt . Le l )( Ekf T FE- nY.sc tS !P I b ©G Fi2v ►vi_ to' ©G -2 -m S' i) n6 /1-1.- ) 60 A-ki i f2 tl I o) r-bQ 60 r Ov D ---e2 �,.E .v w V L A-'P DN t FhC- }, /Z iu,a t b rL1L a14) B0 k fTi2D2.) n.tD pon Printing. Layout Page SAGIS Savannah Area Geographic Information System Savannah Area GIS Page 1 of 1 oar,a o ru2A, Owner: FORT AUSTIN MICHAEL (MINOR) PIN: 4 -0008 -14 -012 Property Address: 1603 2ND AVE Zoning: RR -22 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912 - 355 -6699 Voting Precinct: 4 -11C Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: COASTAL Zip Code: 31328 -8746 Neighborhood Code: Calculated Acreage: 0.22099964 Land Value: 284400 Building Value: Real - estate Value: Sale Price: 0 Sale Month: 01 Sale Day: 30 Sale Year: 2001 Legal Description: LOT 35A, 36A WD 5 TYBEE ISLAND Property Card: Click Here Powered by BinaryBus http: // www.sagis.org/app /NET /print.aspx 9/13/2011 Chatham County Board of Assessors: 2011 Property Record Card 4- 0008 -14 -012 Page 1 of 2 2011 Chatham County Board of Assessors Property Record Card 4- 0008 -14 -012 1603 2ND AVE TYBEE ISLAND APPRAISER MWTHOMAS LOT 35A, 36A WD 5 TYBEE ISLAND SAVANNAH BEACH LAST INSP 04/06/2010 APPR ZONE 000008 FORT AUSTIN MICHAEL (MINOR) CAMA ASMT 1603 2ND AVE 284,400 284,400 LAND 2 TYBEE ISLAND GA 31328 -8746 92,700 92,700 BLDG 1 11,600 11,600 OBXF 1 388,700 388,700 Cost - MS SALES BOOK / INS VI QU RSN PRICE PAGE 30 Jan 2001 218S 0667 NA I U UN GRANTER:MORRISON KIMBERLY K GRANTEE:FORT AUSTIN M 11 Jan 1994 172A 159- WD I U UN 6 GRANTOR:MORRISON EVAN A GRANTEE:MORRISON KIMBERLY K PERMITS TYPE DATE AMOUNT 07 -0300 RN 12 Jul 2007 Issued 500 060454 RN 21 Aug 2006 Issued 6,000 040223 PO 07 Mar 2005 Insp 20,000 050066 NC 07 Feb 2005 Issued 2,000 COMMENTS: 08 Nov 2001 21 Aug 1995 TY02 HS22S REMVD NJV 11- 8-01 TY02 YRS M7375 1 -30 -01 TY96 WAR/D 172A160 4 -3 -95 EXTRA FEATURES ID# BLDG # SYSTEM DESC 140129 86219 SWIM /PL IN GRD CON 12 30 360.00 A 42.54 15,314 2004 2004 2R 11,639 11,600 [Click for larger picture] CODES PROPERTY 0006 RESIDENTIAL USE UTA 0004 Tybee Island NBHD 020275.00 T275 TYBEE INNERSOUT EXEMPTIONS PHISTORY 2011 2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000 1999 1998 1997 1996 1995 1994 1993 1992 LAND IMPR TOTAL 284,400 104,300 388,700 Cama 540,000 88,000 628,000 MAV 540,000 88,000 628,000 Over 562,500 143,500 706,000 Cama 562,500 143,500 706,000 Cama 463,500 161,000 624,500 Cama 310,500 205,000 515,500 Cama 250,500 131,000 381,500 Cama 250,500 131,000 381,500 Cama 142,000 125,000 267,000 Cama 125,500 122,000 247,500 Cama 92,000 99,000 191,000 Cama 53,000 99,000 152,000 Cama 53,000 117,000 170,000 Cama 53,000 111,500 164,500 Cama 25,200 42,560 67,760 Cama 25,200 44,520 69,720 Cama 25,200 44,060 69,260 Cama 25,200 36,110 61,310 Over 25,200 36,110 61,310 Over DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE LAND ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 110740 SINGLE FAMILY RES 0 0 8,000.00 -SF 34.00 R2 272000 136205 SINGLE FAMILY RES 1,456.00 -SF 34.00 SZ -75 12400 http: //boa. chathamcounty .org/DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard. asp... 9/13/2011 Chatham County Board of Assessors: 2011 Property Record Card 4- 0008 -14 -012 Page 2 of 2 2011 Chatham County Board of Assessors 4- 0008 -14 -012 Property Record Card 1603 2ND AVE TYBEE ISLAND BUILDING SECTION CONSTRUCTION TYPE RCN AYB EYB DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL 86219-1 Residential 127,046 1963 1985 MS 27.00 0.00 0.00 0.00 27.00 92,744 92,700 1 sl 20 ' • iou Base Living Area 1600 24 ' 20 ' • 100 Base Living A 490 [Click for larger picture] SECTION TYPE 1 - Main AREA 2090 TYPE 1 - Single - family Residence FRAME 1 - Stud Frame STYLE 2 - Two Story QUALITY 3.00 CONDITION 3.00 # UNITS 0 # OF BEDS / BATHS 4/ 2.00 COMPONENTS Units % QUAL R1 109 Frame, Stucco 100.00 R2 214 Metal, Preformed 100.00 R3 352 Heat Pump 100.00 R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) 8.00 R6 602 Plumbing Rough -ins ( #) 1.00 R6 621 Slab on Grade (% or SF) 100.00 R6 641 Single 1 -Story Fireplace ( #) 1.00 R11 904 Slab Porch (SF) with Roof 120.00 http: //boa. chathamcounty. org/DesktopModules/ ChathamCounty / BoardofAssessors /PropertyRecordCard. asp... 9/13/2011 EvAn 7,141 a� �� 1)-a 1 1 c-1S SAVANNAH BLUEPRINT CO. 1-800-672-7260 TYLEIVT.Q.M77— •-srolig=Fiz A M E 12:r5-E7 Eig:ct:' • ..col-Y10145 STATE OF GEORGIA CHATHAM COUNTY 1-3 r•I'l / t ' 1 I V - - --4'..k-.1z-A_v_e_-c • - - rA, 1 ------- I riztv..E..7r.. r I N ' 1. ' ■ ! i i I SQC3,(:)- V. El: rE: P.)./?.._fri_r_DA5_1&4:.--16 O'b 2 C -LIND/ c4rE._5- • 77;)/ L 6T /5 ULLA FLOov ZqJJ pLAT oF 1-OT 40 WARD 4jg TIrrIII No. 125a1- _LOV_E-4.L___A_V,EimuE, 15LA FOR: 7-14 PI A.5 ,__1?"1/777LE . L _f3.(171- DATE: I-4 t72_731;71 q /5 IN MY OPINION TH RE-PRESENTATION OF, THE LAND PLATTED.- E.O.C. FIELD ERROR/POINT ADJ. METHOD E .0. C. PLAT BARRETT LAND SURVEYING, INC. 20" TRANSIT 100 TAPE SAVANNAH ,GEORGIA E. D. M. L./Z-7E-5E7 SCALE _ .... 44, !111165c2:411.1.111 . 555790 4-60 02, — Og*O4OJE) EB. 45- 2;6 Printing: Layout Page Page 1 of 1 r " Sovonnah Area Geographic Information System SAG I S 96Qaii 1603 Second Ave. Owner: FORT AUSTIN MICHAEL (MINOR) PIN: 4 -0008 -14 -012 Property Address: 1603 2ND AVE Zoning: RR =2 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912 - 355 -6699 Voting Precinct: 4 -11C Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: COASTAL Zip Code: 31328 -8746 Neighborhood Code: Calculated Acreage: 0.22099964 Land Value: 284400 Building Value: Real - estate Value: Sate Price: 0 Sale Month: 01 Sale Day: 30 Sale Year: 2001 Legal Description: LOT 35A, 36A WD 5 TYBEE ISLAND Property Card: Click Here owered by dinar/Bus http: / /www.sagis.org /app/NET /print.aspx 9/23/2011 I i LOT 35 —B LOT 36 —B ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 12. REVISED SEPTEMBER 19, 2011 TO SHOW PROPOSED DEMOLITION AND CONSTRUCTION. J. TIIiHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH GEORGIA 31405 L TE EPHONE: 912 - 352 -0464 FAX: 912 -352 -7787 1 1 LOT 34 —A S 70 °28'23"E 78.54' ..�� CMF CHAIN LINK FENCE (POOL NOT SHOWN) LOT 35—A Ds 0 to +' EQUIPMENT - TOP ON AP —LIA E; OR OF CLOSURE: LINEAR: 1/- ANG: —" /ANGLE BALANCED BY: — PLAT: 1/89,800 0 10 % t SCALE: 1" = 10' I DATE: APRIL 28, 2004 SURVEY DATE: APRIL 20, 2004 PLAT FILE NO. 04-81 CARPORT 1 STORY HOUSE PROPOSED PORCH THIS PORTION OF HOUSE TO BE REMOVE S 70 °28'24"E 78.55' 0 CMF 8.1' I 01 O co 1 L I I I I I I }� - LOT 36 —A f N 70 °28'24"W 78.57' 10 LOT 37 —A g +A- 0 10 20 30 IIIII II GRAPHIC SCALE — FEET 1.5' 5 8 RBS P I co S 19°30'00"W BENCHMARK NAIL IN P/P ELEV 8.96 NAVD 1988 GRATE INLET TOP ELEV 7.92 GRATE INLET TOP ELEV 7.92 12" METAL PIPE IE 5.08 PLAT OF LOTS 35—A Sc 36—A, WARD NO. 5, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1603 SECOND AVENUE FOR: DEAN MORRISION CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION Address of Property 5 X02, f+ttewa6. (.°4,fez,5 T-,so 61 4,4 ,,,,,i. `' FJ R i „) Owner's Name 0, '' c,= ..t -.(g.6 tg ctp Applicant's Name Z jce ,3 EALID (11,P4,,,,,,,4, n (''e, ,,, Owner's Address f, fax Igo or74/9 •i -yw,= )346, Applicant's Address 2 ocic 9 7/38e. 15,,4,0 coo Owner's Telephone 91 a r $6, , 05'73 Applicant's Telephone / 786,.5s/8 REQUIREMENTS FOR TREE REMOVAL • Must maintain a density of 3 trees per 4,500 square feet. All trees with a 6” diameter at 4.5 feet above ground count toward the density count. • Significant trees may be removed only under certain circumstances and must be replaced inch - for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. (See reverse side for definition.) • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the Tree Ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. proposed replacement trees. (If replacement is proposed for with the same information notated.) more at 4.5 feet above ground, all existing improvements, Mark all trees proposed for removal. Mark the planting location, size and species for all another parcel of land, a plot plan of that parcel is required EXPLAIN NEED TO REMOVE TREE(S) LA74 E iat..2 ephe re.-:.,,T fir- R,zfc E,vt- ,4,tt,= /6 Z mile, 0-14)-D iifiZC.9rEi\ -16 S,4- FE 'FA-8/C. trsi tt 'PA- Gig- r-le 1 i%/ /,•1 riZE Pe4 n "IA tiq 1 =,i-eL y . o t,2 0 -i- fAlzr".tc= 2tefrP ,-`Sifvr4- A4v411 l /e/F 1- I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. I un• ers 3 d . ,ree .' emoval Permit Application may require 5 days to process. Owner or Applicant Signature /' // Date /x /20/ Owner or Applicant Printed Name / odD-,, gr.",,::xc,,,L Permit Fee Palms Up TOTAL n APPROVED DENIED /((�J Mitigation Required? ❑ YES ❑ NO MITIGATION PLAN �/^� f / r / / 4,IYr- TT e e / S"" �e , ea-tA4-L-el 4-co-67-4 /✓V Dianne Otto 2 2 5;x-1-11 Ave, From: Warren Millikan Sent: Tuesday, December 06, 2011 5:24 PM To: Dianne Otto Cc: Robert Bryson Subject: RE: Stop Work - 22 Sixth Ave. Thanks From: Dianne Otto Sent: Tuesday, December 06, 2011 2:02 PM To: Warren Millikan Subject: RE: Stop Work - 22 Sixth Ave. Hodad - Mel Gordon just stopped in the office. He described what I saw at 22 Sixth Avenue as being a lay -down yard for a project on Lansing Street in Savannah. The old wood on the trailer did not come from the Tybee house and the new wood on the ground will not be placed on the Tybee house. The scaffolding was for the painting you noted in your email below. I'm going to pull the Stop Work on my way home this afternoon. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Warren Millikan Sent: Monday, December 05, 2011 4:01 PM To: Dianne Otto Subject: RE: Stop Work - 22 Sixth Ave. Dianne, I spoke with a worker at this property on 10/24/11 [CRN # 2011103974]. At the time they were painting and replacing some lattice work. I will check back and try to determine if anything more extensive is going on. Thanks, Hodad From: Dianne Otto Sent: Monday, December 05, 2011 3:52 PM To: Warren Millikan Subject: Stop Work - 22 Sixth Ave. Hodad, FYI. I posted a Stop Work at what I think is 22 Sixth Avenue. It is an A -frame on the corner of Sixth Avenue and First Street. No one was there to talk to. Attached are some photos. It was reported this morning anonymously as weekend work. According to the water billing for that address the owner lives in Atlanta. Just letting you know, 1 Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 2 "I LEGAL NOTICE CITY OF TYBEE ISLAND VIOLATIONS) W;4h4 ierrfb: PERMIT NO. WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN THAT ALL PERSONS CEASE, DESIST FROM, AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, 0 zF ER USAF THESE PREMISES KNOWN AS t UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMARY ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATE 1-2.-S. I I PHONE INSPECTOR k136 CITY OF TYBEE ISLAND ALCOHOL LICENSE APPLICATION Application is hereby made for a license to do business within the City of Tybee Island as a dealer in alcoholic beverages as indicated below: LICENSE CLASSIFICATION FEE CHECK Retail Beer /Wine - Package Sales Only, Consumption on Premises Prohibited $ 350 Names (attach additional pages if necessary) Retail Beer /Wine - Sale by Drink for Consumption on Premises Only 575 ,,/ Retail Liquor - Sale by Package Only, Consumption on Premises Prohibited 850 9-4-52. Retail Liquor - Sale by Drink for Consumption on Premises Only 1,250 rf Retail Liquor - Sale by Package & Drink both in One Building under One Ownership 2,000 Sunday Sales of Alcoholic Beverages 150 ,,/ Wholesale Beer 765 Wholesale Liquor 1,500 Wholesale Wine 150 Distiller, Brewer, or Manufacturer of Alcoholic Beverages 300 Special Event - Public or Private Property - Beer, Wine (no current license) per event 50 Special Event - Public or Private Property - Beer, Wine (no current license) 3 days 100 Special Event - Public or Private Property - Beer, Wine (holding current license) per event 10 Special Event - Business Property - Beer, Wine, Liquor (no current license) per event 50 Special Event - Business Property - Beer, Wine, Liquor (no current license) 3 days 100 Special Event - Business Property - Beer, Wine, Liquor (holding current license) per event 10 fu— Notice: The applicant for a license shall be a citizen of the United States, a resident of Chatham County, and owner of the business or if a corporation, partnership or other legal entity is the owner, a substantial and major stockholder or the applicant may be the manager of the business charged with the regular operation of said business on the premises for which the license is issued. Business Name 3 9. 5s Location �- , �c- �(� Mailing Address C j�f 7 N0'f "[ �O -r'' Be -e-- ��Lfl IU j i / ►A . 3 f , - g (i J Phone(1 o 4) --i :35,..._ 531' Email Names and Home Addresses of Owners, Partners or Corporate Officers with Ten Percent (10 %) Interest in Business Names (attach additional pages if necessary) Date of Birth Home Addresses City, State, Zip Social Security # rn i 0,i) a -- I , tsc 9-4-52. I i-}o;)- Seto M7n Ave --ri gee-l5c, ei!>l )--44--i77 Si Is business incorporated? N.+ 0 State of Incoorporation Date Incorporated Names of landlord of the business location 'I-A- 17) 412-0 a1LP 4- n Address 1b 1 h4- (6G j 5 ,4v , Phone C65'S " "' 3 1 IP What other business is conducted at this location? Nil /1- Has application been made for required State and Federal Licenses? n b Has applicant, any person connected with, or any person having an interest in this business: o ever been convicted of any violation of law other than for a traffic violation? Ai 0 o ever served time in prison or other correctional institution? Ai 0 o ever had an alcohol beverage license suspended or revoked at any time in any local (if answer is yes, give details) If this application is for RENEWAL of an existing license, enter License Number of existin■ If business is an eating establishment, are SUNDAY sales of alcoholic beverages contemn ALL OF THE FOREGOING INFORMATION IS HEREBY GIVEN AND ALL OF THE FC WILLFULLY, KNOWINGLY, AND ABSOLUTELY, AND THE SAME IS AND ARE HEREBY SWC Applicant Sign Notary Public Date jet 7Y efore me this day of O )t TODD W. SMITH Notary Public, Chatham County, GA My Commission Expires May 19, 2013 left-LA tj,Z H-21-H IMS5• Approval i 9 Sionattire 4 C / Mate City Manager r7///j'�,rAWAj_Z %��_�IMFAMII Zoning ...: Police r 10 II - it City Counci, V The CONSENT FORM is required for ALL alcohol license applications. CONSENT FORM I HEREBY AUTHORIZE THE TYBEE ISLAND POLICE DEPARTMENT TO REQUEST ANY CRIMINAL BACKGROUND HISTORY RECORD INFORMATION PERTAINING TO ME WHICH MAY BE IN THE FILES OF ANY STATE OR LOCAL CRIMINAL JUSTICE AGENCY. BE IT FURTHER UNDERSTOOD THAT THE PURPOSE OF OBTAINING THIS INFORMATION IS TO SATISFY THE REQUIREMENTS SET FORTH BY THE MAYOR AND COUNCIL OF THE CITY OF TYBEE ISLAND, REGARDING AN ALCOHOL BEVERAGE LICENSE APPLICATION. c-ha C- FULL NAME (PRINT) SEX / RACE / DATE OF BIRTH Pc 56 2),O ADDRESS CITY, STATE, ZIP SOCIAL SECURITY NUMBER SIGNATURE /0`i ATE The ACKNOWLEDGEMENT is required for all LIQUOR BY THE DRINK alcohol license applications. 0 0 C ACKNOWLEDGEMENT I declare knowledge and understanding of Municipal Code Section 58 -80: There is levied an excise tax on the sale of distilled spirits by the drink in e amount of three percent of the charge to the public for the beverage. IGNATURE DATE The AFFIDAVIT is required if SUNDAY SALES of alcohol for consumption on premises are contemplated. Food and beverage sales records prepared by a CPA are required to be furnished to the City upon request. STATE OF GEORGIA COUNTY OF CHATHAM I, al r c ha e l 0`) A-t.e alcohol beverage license in the consumption on t e premises 1 6 Fi 25 i iiaee3- I am the (1.31/4) -- CITY OF TYBEE ISLAND AFFIDAVIT , do hereby make this affidavit to be part of my application for an ty of Tybee Island to sell distilled spirits, malt beverages and /or wine for the in my eating establishment on Sunday. Said establishment is located at , Tybee Island, Georgia. of the establishment known as Sf }f%'c e_41.5.-. I hereby further state that at least fifty percent (50 %) of the total annual gross food and beverage sales are derived from the sale of prepared me Is or food. SIGNATURE Approved /0-- E_O // DATE Denied Chief of Police 0/ ' Loot Date Affidavit Verifying Status for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50 -36 -1, I am stating the following with respect to my application of a City of Tybee Island: • Business License or Occupational Tax Certificate, Alcohol License, • Taxi Permit, • Contract • Other public benefit for m , cha e 1 i . 1'}1 (circle all that apply) E' 2 (printed name of natural person applying on behalf of individual, business, corporation, partnership or other private entity). 1) ✓ I am a United States citizen. OR 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non - immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16 -10 -20 of the Official Code of Georgia. SUBSCRIBED AND SWORN BEFORE ME ON THIS THE 'jQ DAY OF tom ,ALA , 20 j/l Notary Public My Commission Expires: S gnature of • pplicant Date 0_ &o / f rn 1 ) ( 4 _ .1Yl A -0-Se !/- Printed Name * Alien Registration Number for Non- citizens TODD W. SMITH Notary Puhlic, Chatham County, OA My Commission Expires May 19, Note: O. C.G.A. § 50- 36- 1(e)(2) requires that aliens under the federal Immigration and Nationality Act, Title 8 U.S.C., as amended, provide their alien registration number. Because legal permanent residents are included in the federal definition of "alien ", legal permanent residents must also provide their alien registration number. Qualified aliens that do not have an alien registration number may supply another identJing number below: INCORPORATED From An 6L/ Fax 964 -2900 %Oen 912 964 -1900 ;;;;79726P//.4) n-- N of poget —Mem respond LPG rvie K/wv vrha�Y ' -114,(17, aho/r1-/-km i/ai-e- a ( GvecK0.. 7faHk° � JUST THE FAX irour Fte Sign Source Angici Doug Bean Signs, ,tray 1600 Dean Forest Rd Savan aah, GA.31408 ur I T Et.r A SL. CTrX OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 912 786 9539 P.02'13 Location: 5 v2- PIN # „t" HONE MO= OVVner I OM le ! • !IFS �/ i Arc mite ct Architect or j , - Building Contractor �►,•. a e.'r� • 1, 1 i to *a, ' 2iA....d ,1'• Iq check all that apply) DI Repair Q Renovation O Minor Addition Substantial Addition. Other Details of Project: 2- 6iL Reside dal Singe Fancy 0 Daplee RMuIti�F�r iy 0 Cornn erc i Footprint Changes Discovery Demolition W Estimated Cost of ConStructson: $ 51 " Construction Type 4 (Enter appropriate number) (I) Wood Frame (2) Wood & Masonry (3) Brick Veneer , �,�. pied use: 1' t 11oic. -- u/e1 Remarks: ATTACH A COPY OP THE CERTIFIED ELEVATION SURVEY OF LOT and complete the follav, ng intbrrnation based on the construction drawings and site : # Units # Bedrooms # Bps Lot Area Living spasm (total sq. ). - # Off- street patkini spaces 'Tines located & listed on site l Acmes: Driveway (ft.) With culvert? With aw1e ?__ Setbacks: Pr+ant _ Rear ._._� Shies (L) (R) # Stories He l t _ Vertical distance mom. � ava�caje adjacent grada of tbia b ddii ding to the �h+e ne high point of the building, eve of chimneys, s, units, ventilation ducts, air conditioning units, elevators, and stadia' qtputance (4) Masonry (6) Other (please specify) (5) Steel & Masonry n r r vi i t /JG�L 1 ti. :7539 F. 03/:3 Dating g const action: On -site restroom facilities will be provided through — -- On -site waste and debris containers will be provided by . Construction debris will be disposed by by means of I understand that I must comply with zQnina. flood da ntrol buildixr�e. fire, shore infections and wetlands ordinances, AMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. 1 understand also that a certified plot plan showing elevation must be attached to this application and that an as built elevation certification is due as soon as the j* bitable floe level is established. Drainage: i realize that X xnust ensure the adequacy of drainage of tbis property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: ( 1 1 Signature of Applicant: Nce;Aperm oramallx takes 7 tiq J b da process. The following is to be completed by City personnel: Zoning certification Approved rezoning/valiance? _ Street address and number: New Is it in compliance with City mop? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual findings) NFIP flood Zone Existing Access to building site ]distance to water amain tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enfaroemcnt Officer Water /Sewer Storm/Drainage inspections City Manager Signature Date FEES Permit Inspections Water Tap Sewer Stub Aid to Coast. TOTAL h'er'mit Acknowledegmentef to E ects frivol Notification to ti ree or Re 0 ation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wracking, or renovation of a structure prior to the filing of any required ten (10) day «F nJeeet Notification for Asbestos Rcnnvation Encapsidation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules, In most eases, the rules require both the owner and the involved contractors to assure the portion of the buildiing involved in the project is thoroughly roughly inspected by an ,Accredited Asbestos Inspector for Vials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is pent in the building. Further guidances for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos arid Deolotitiait. Other cavix ,:mental issues such as asbestos removal techniques, lead abatement, ground contaminrttion, or unusual site conditions may have EPD regulations that could affect the project. Pc() _AaadtiettItel Print g rse efi t Date 1 ael 26' Gif GLE [3 15.7 T' BEE'S LATEST BIKINIS & 1 PCS 15 ► OFF ABOUT SELECTION OF FLIPPLQPS & SANDALS 13. 5.52 set C. 2222 91ft Tc, SIGN AREA 49.57 � L'6v VA lV N JG 15141 i.j.'bb ZZ "ZZ `0 1J-106mv.g 146 '` 3y OG .03 ,(2 1 , INCORPORATED Savannah To:RQy Y iDet, Fax # 41 J5Ci Re: I and t4 lc Data K of popod«,., Price ro.pond JUST THE FAX FROM Your ee Shp Source ?aj. 1-F --titi6 waykis S,'11 t fswarct recaleu.lo±cd. yvc4-ur, 4- etrICLeffn daLttL 11LLftk41 Anyb-J Dou4 Bean S4 )41=1600 1600 Dean Forest Rd Savannah, GA. 31408 A 15.7' TYBEE'S LATEST BIKINIS & 1 PCS 15% OFF LAROJ T SELECTION OF FLIPFLOPSS_SANDA.S A.23.53 sq f t 13.352 sgft C. 2222 5q,ft Total SIGN AREA CuKdomnr. Island Style Ordent: Pr Jhd: P 18 2 sided menutnam structure with individual channel letters Adelrese: 502 Find Street Tybee island, GA 21325 Dimensions and Misc. Parameters Signbox Height, H: 15.75 ft Signbox Width, W: 9.00 It Pole Spacing, Sp: 8.00 ft Soil Cover Depth, Ds: 0,001n Base Connection Typo: Direct Burial I Pressure and Soil Pressure Assumptions essic Wind Speed: 130 mph Exposure Category: C Soil Bearing Pressure: 2000 psf Soil Unit Lateral Bearing Pressura: 150 patift puled Design Parameters Total Signbox Aroa: 125.00 eq ft gn Wind Pressure on Main Signbox: 44.12 pet Design Wind Preemen on Cladding: 44.12 pit on Foundation (per footing - 2 required) Depth: 8.25 ft Demeter: 3.00 ft Depth to Bottom: 8.25 ft Volume of Concrete: 2.16 Cu yards Monolithic Pylon with Two Poles timer For Estimating Purposes ()My, Not Intended for Final Engineering Design Ion aced M penetdtlnp thew recurs Mee been ebtaMed tflm earrcen haaovnd to hn mh.btn. However, Spn Mnnnpmront Connulu eta, Inc. door not guarantee the eeeutery or comptnterwee or 700060 proeenled heroin. FunhOnOro, 5150 MeneemmAnt Qonauttama hen no control ovnr how thin mototloi to applied and thororete, eon In ho why 5uhrdntee 11tM 1he reeuee rue corms and PM 0110000010000 II Ih appaed. 5yn MOnagemnnt Con.tunmta, tea ahnn not be mapormlbin tot any Doom, ordonlona or demn ess Mules mot the use el test desu rant. mteeon proeentod heron M Ineontled only tot prewdt1r prellmmary aatlrnataa for atructuml mquornmrda for stuns, and in not tnMmdad to be a eutrtthuao 101 n »pbneSle enarne*Ang emir, eno pfodeduleb width CMwlully mosicor (memoo eIreJmeleneee, Ole ee0r1enne sod mamaachrnng and Initaa.eon oapnbaalam and limitations. Neither Slen Menbpemenl Consultants. MO., fur any moo or ondty ose0Oldled WI h 01Ic WO* Ie hereby remises!! enrtneetng M dlMr prOta0010nnl atmMaa. a ate aarrCan am mgtnrad, the oa❑latnnan of on appropriblo professions( should be I 1!011:26 PM Engtem 11mo P 2AoJ Rion MnnnSmment Connuflnntn, Inc. All rtphta manrvntl. • Popo I of 2 Custon Island Style Order*: Project $x16 2 deed monument structure with individual channel letters Addreco. 502 Flrat Strsst Tybee Island, QA 9122a Monolithic Py14 with Two Poi' Feasible Structural Members Darlection Member Wt,R (lb) Safety Factor Ratio ( %) T$8x6x0.1876 Rect. Tube 17.08 1,49 1.00% TS 9 x 5 x 0.1875 Rect. Tube 17.08 1,52 0.88% TS 101(.4 x 0,1875 Rect, Tube 17.08 1,4g 0.80% TS 7 x 7 x 0.1875 Sq. Tube 17.08 1,30 1.20% T8 6 x 5 x 0.25 Roo, Tube 17.32 1.12 1.78% TS 7 x 4 x 0.26 Rect. Tube 17.32 1.16 1,48% T3 8 x 3 x 0.375 Sq. Tube 22.38 1.19 2.02% TS 6 x 4 x 0.375 Rect. Tube 22.38 1.26 1.59% TS 9 x 3 X 0.3125 Rect. Tube 23.34 1.80 0.83% TS 8 x 3 x 0.375 Rect. Tube 24.93 1.53 0,98% 10 3 /4^ x 0.260" Wall Pips 28.06 2,12 0.40% TS 7 x 3 x 0,6 Rect. Tube 28.44 1.47 1,1696 8 5/8" x 0,322° Wall Pipe (STD 8 ") 28.58 1.68 0.63% e 5/8" x 0.432" Wall Pipe (XS 6 ") 28.60 1.22 1,12°/ Disclaimer " For Estimating Purpoeea Only, Not intended for Final Engineering Design Intennabon teed Ir pannmung %nan rub hat boon obtained torn eouroen ba a d to be rebablo, Hewevtrr, Slpn M010ttenent CenautMMa, 104, OW net guaranMn Ilia accuracy or oamalchnu any mtormanon pmeantod harwn. Furtnomtero, 91nn Manage/WI coneuttante Ma 110 001111111 ever haw MIR 1111ata0nl M apptlact and thamrom, can In no ■aty punrmaoa that the manta WO eonet coin for the ■Rollins M which It In aoptbod. Sign Management Censultante. Inc. DUO not be responelble for any ems , ormeomne, or 00m0000 seeing otn al Inn unn d No doramlanL Tha hntormatIon pnnaxod heroin o mended only tar provldlnp preliminary eatl+fatoo ter ehuaumI nqukemenM rot clans, and M r'M intended M bit a iwb*Mutn for mnponnhm• angtnaedng doalg anahyala procadumn welch aetntulty aartaldnr arxall% ntramumncat, eee condlee00 and menutaeturino end btete0etron 040040es am Plumbous, Meute, tagn Manegmmtmt Canaunanta, Inc.. nt ethar parson or army aaaoclated whh thla work a hrmtby rondndne onpinoertne a other 0(0100010i10130MCOn. n 00th aerv4000 Oro mgured, Pte aee13t0nee m nn ep9rt 4rlata pretaaalanat Ora 0000111 1110/21111 1re1:30 PM Enatnrn limn R, 2003 61g0 Mnnngemont Canpuhtedo, Imo, All rights roee■w.d. - Penn ; qq(CIf^ 11tH, .YOSiT'1 5^�_^1 �t_L F:;. .fin .,;, ;P1 1 ;sF.�kti'x''�9'11�7'1l'�5 ^''�GF i :''3f, ".6r1`4ir7ti7�.?t. }cC�ih' TYBEE'S LATEST BIKINIS & 1 PCS 15% OFF A.23.53 scift 13.352 5q,ft C. 22.22 511ft Total SIGN AREA yew Clmtomnr: Island Style crow Protect: 8x18 2 sided monument structure with Indiettittei channel letters Addreee Sad mint street Tybee 1»hmd, GA 21328 Monolithic Pylon with Two Poles Dimensions and Misc. Parameters Signbox Haight, H: 15.75 It Signbox Width, W: 8.00 ft Pole Spacing, Sp: &00 it Soil Cover Depth, Ds: 0,00 In BASS Connection Typo: Direct Burial 1 Pressure and Soil Pressure Assumptions Basic Wind Speed: 130 mph Exposure Category: C Soil Bearing Pressure: 2000 psf Soil Unit Lateral Bearing Pressuro: 150 piim puted Design Parameters Total Signbox Aron: 126.00 eq ft gn Wind Pressure on Main Slonbox: 44.12 p8f Design Wind Pressure. on Cladding: 44,12 psf son Foundation (per footing - 2 required) Depth: 8.25 ft Diameter: 3.00 ft Depth to Bottom: 8.25 ft Volume of Concrete: 2.16 cu yards rimer.. For Estimating Purposes Only, Not Intended for Final Engineering Design ion wood 9enaatM9 9leee teeu1e has been Obtained roam em,rcelt tlsarvan lot! mIlahln. Howrnnr, elan Mnnnpamorn Oonnultorrte Ina. Boon net guarantee Me accuracy or eomplMannee of monde oreeeMOd heroin, Furthermore, glen Mantt9oment Canxuttama hex no control war now thin motoltal to applied and thorofato, oat 16 nb way puarenle0 mat 11M wood are corrna and Nro etlua9a+ to ',WO it is VOW, Sign M rnignmanl Con ram nn, Mo. ohne not be mxponxlble for any onom, omlanlono, ordamapoo orkellO eta M lfm Ire! 01 hlle eacumam. merlon prbeemted herein le Avenged only is moron n9 ptolnninary Axtlmxtaa tor xtructurel movIrnmonto for Manz, and In not tmmdad to be s eubcthute 10f neseeneltee enerreerIn9 Wean and prooadaroa which caret/by consider greet emumelarsea, e o eendn,nne And momaectrxlna and hmentimlon oapnbltltlnx and 9m8Mlana. NOithor Sinn Management 1 co.vbeM0. Inc„ nor awry mon a• amity adeaUated Wfh 10110 w001 It hereby renae609 en9hythan9 M Ohm proterub not amukr,x. 11 Ruch xnrNdm am mqulrad, the onlsrtenon of an aogro 11610 prelaoolonal should be 1 1:06:26 PM Enotom lima 10 ROOD S19n Minn emont Cnnananntx, Ins. A111191'0 mRrav■d. • Prep 1 of 2 vow. Curttamnr. Island Style Mork Project; (MI6 2 skied monument structure wHh Meividuel channel Iettere Address: 502 First Street TyHee laluml, alA eie211 Monolithic Pyle with Two Pot, Faasible Structural Members Deflection Member Wt/ft (Ib) Safety Factor Ratio ( %) TS 8 x 6 x 0.1875 Rest. Tube 17.08 1,49 1,00% TS 9 x 5 x 0,1875 Rect. Tube 17.08 1.52 0,88% TS 10 x 4 x 0,1875 Rect, Tube 17,08 1,49 O.B096 TS 7 x 7 x 0,1875 So. Tube 17.05 1,30 1,20% TS6x5X0.25 Rect. Tube 17.32 1.12 1.78% TS 7x 4x 0.25 Rect. Tube 17.32 1,16 1,48% TS 5 x 5 x 0.375 Sq. Tube 22,38 1.19 2.02% TS 6 x 4 X 0275 RoMt. Tube 22.38 1.26 1.59% T9 9 x 3 X 0.3125 Rect, Tube 23,34 1.80 0,83% TS $ x 3 X 0375 Rect. Tube 24.93 1.53 0.98% 10 3f4" x 0.250" Wall pipe 28.08 2,12 0.40% TS 7 x 3 x 0,5 Rect Tube 28.44 1.47 1,16`Y 8 $18" x 0.322" Well Pipe (STD 8") 28.58 1.68 0.83% 6 5/5" x 0.432" Wall Pipe (XS 6 ") 28.60 1.22 1,12% Disclaimer • Per Eetimating Purposes Only, Not Intended for Final Engineering Design Intnntwpon nand In generating Theme manila hen been ot»slnod froth aaumon betevod to be re4leblo, Howintow, Sian Maheadment Conautrmta, inn, Area net guerentee the nccurncy or aamplalon, PAY hdomnattah praaamod hard^. purthbmbro, 810 Mb agemdnt ConsNlOMahal no CMMrol ewer hew age eW IM te /150114 one therefore, can In no any guarantee that the rowed at corm main for the eltundoe m which It In appflad. Sion Mnnepbmonl C00031131113, Ine, chap not be reepontoble lot any mrore, omalalor , or twmagae Athena out of Ter inn d this docuntatt. the Intommnon pravaeod Tenon ID Intended only for providing proTmMmy eetIrf,atot tar nhventml ragltromtnM to earn. and la net IMmMMd to be a eub*Mute for reeponeible engineering do•lb mneyMs ptocadums which painfully oomddm etatolflo tlrtu,nstaneot, ehd CondPoGns and me 0aC1Utlna end fnewitanrnl crelbilNIe anti Mallow Ware Eugn Meneg rnent Canealte te, Ina., fit other pmisen a entity aanoclnted with lee work k, hnrdby rondadnp anglnoednp b dab profoeGdrml seMCoa. n cads earvicoe oro mg1arotl, Tie aeeietance of nn TpprnprIata prehete ornn; shot nougat. 0/10/213111?.011:313 pM ewown Tlmn a 2003 64pn Mnnnpcmont Conpufnntn. lrro. An rtght,t roteevet, - page 'Roo V (gob vyl 1,t9_, 140_6 nd+nc SiGw we} d�suisk�. J is ocli0th.61 Ibupdc( s Douf Bean S1014 lr 16010 Dean Foist Rd Savannah, GA.31408 1INT • hq r VT IIIIIIIII ., Ii 'err; TP:: 09 ) VMH9!H 1 , TEE. RYerhl' PTAg•P PLAN ran MAJW^M 11M aAYAO WiOMMMAlMO Dianne Otto \PJacUdl From: Dianne Otto Sent: Monday, August 01, 2011 12:22 PM To: Diane Schleicher Cc: Joe Wilson; Downer Davis' Subject: FW: Waddell well permit for Shipwatch Dunes Diane, Qnna.le.d. at( doc., ►- -}s . evh : l s Mr. Roger Waddell (786 -6616) applied for a shallow well permit for the "pond" at Shipwatch Dunes (Polk & Bay Sts.). The application was denied by Joe and Downer (see Downer's comments below). Mr. Waddell asked what the appeal process for the denial would be. I suggested he contact you to request being put on the Infrastructure Committee agenda. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Thursday, July 28, 2011 7:49 PM To: Dianne Otto Cc: Joe Wilson Subject: Waddell well permit for Shipwatch Dunes I do not recommend introducing additional water into this pond. It is not a conventional wet detention basin but rather a retention basin. This project predates any of our involvement in permitting on Tybee. However, it is my recollection based on review of archive files that a previously proposed below grade pipe outlet was eliminated to save an oak tree. The completed project only allows for an overland flow to the west between two lots. The runoff must flow across the roadway to accomplish this. Adding water other than rainfall and stormwater runoff would reduce the capacity of this existing retention basin. That could lead to unnecessary flooding of areas around the existing retention basin. Please advise if the applicant's engineer wishes to discuss this with Joe and I further. Downer 1 Dianne Otto From: Sent: To: Subject: George Reese Thursday, July 28, 2011 8:41 AM Dianne Otto RE: shallow well application Diane either location is OK with me. George From: Dianne Otto Sent: Wednesday, July 27, 2011 6:19 PM To: George Reese Subject: shallow well application George, Attached is a drawing that Roger Waddell (786 -6616) turned in today with a shallow well permit application for Shipwatch Dunes subdivision (Polk St. and Bay St.). The drawing has a preferred location and a backup location. Please let me know if the locations are okay with you so I can issue the permit. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: oceprinter @oce.com [mailto:oceprinter @oce.coml Sent: Wednesday, July 27, 2011 7:02 PM To: Dianne Otto Subject: Scan from Economic Development 1 n ,tj-a s-f rvelvr e �o rn. Location: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 5i/iA09-/ e4 );wppo,.5/0/1)(-672-k---4' 4 PIN # j14JPk/?-7"6, =i //C NAME ADDRESS TELEPHONE Owner Architect Ar A/5 ?rte -- /� ' �av!`ft� l'' or Engineer 4c) 1,0c .rte 5%%4t 9/ )/1-0.4. 15$ ".54f4V Building Contractor (Check all that apply) ❑ Repair ❑ Renovation ❑ Minor Addition Do Substantial Addition Otherj//41 ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial ❑ Footprint Changes ❑ Discovery ❑ Demolition Details of Project: M4 UA% fop PPIl Estimated Cost of Construction: $ /13a9. OP Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: �S . 2 3 r� # Units # Bedrooms # Bathrooms Lot Area Living space (total sq. ft.) # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by by means of 1 understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. 1 understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 07Aew Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? NFIP Flood Zone Existing FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer ter /Swer Stogy pserainagjcQnieA. Inspections City Manager 1 4 Z o i l 7 - �S�-got' FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL /; f IQ N» i ris/ oN vi° c94i 17 Subj: Shipwatch Circle pond Date: 9/2/2011 8:19:22 P.M. Eastem Daylight Time From: aiaiontybee @gmail.com To: Roglaunvad@aoi.com S support Mr. Roger Waddell, who represents the homeowners association of Shipwatch Dunes, in his efforts to appeal the denial of permit, for a shallow well, for the purpose of maintaining water in the pond located in the Shipwatch Circle drainage easement. Thank you, Gall Malcolm 5 Shipwatch Lane Tybee Island, Ga. 31328 Page 1 of 1 Page 1 of 1 Subj: Shipwatch Dunes Homeowners Representation Date: 9/1/2011 8:45:25 P.M. Eastern Daylight Time From: wileyparnelapamaii_com To: Rogleurwadaol.com I support Roger Waddell to represent the interests of the Shipwatch Dunes Property Owners Association in the appeal of the denial of a permit for a shallow well to maintain water in the pond in the Shipwatch Circle drainage easement as it has been done with city water for over 20 years and to provide water for irrigation. Pamela Wiley 7 Shipwatch Circle Tybee island, GA 31328 912 -785 -6022 li� Page 1 of 1 Subj: Shipwatch Dunes shallow well Date: 9/512011 12:17:22 A.M. Eastern Daylight Time From: hubertkviannejr{r belisouth.net To: Roalaurwad(t iaoi.com To the Infrastructure Committee We, Hubert and Vienne Elizey, residents of #1 Shipwatch Circle, Tybee Island, GA fully support Roger Waddell to represent the interest of the Shipwatch Dunes Property Owners Association in the appeal of the denial of a permit for a shallow well to maintain water in the pond in the Shipwatch Circle drainage easement as it has been done with city water for over 20 years and to provide water for irrigation. Page 1 of 1 Subj: shallow well for stormwater pond. Date: 9/3/2011 1:01 :38 P.M. Eastern Daylight Time From: Hnrs1�aoi.com To: roglaurwade aol.corn You have our approval for an officer of our Association, to attend a meeting of the Tybee Infrastructure committee to appeal the denial of our request for a permit to dig a shallow well. Vivien and Malcolm Robson 4f 3 Aro-A CeAf-rZ2 Subj: Date: From: To: In Support of the Shallow Well 9/1/2011 10:51 :21 P.M. Eastern Daylight Time flfty4(cr�aoi.com Roglaurwad rwad@aol.com ?fixer - - Thank you for the very detailed explanation of the background for this project. I'm sure it is no s..7ise that Lois and I are replying as follows: Lois and Don Fiftal support the proposal' of the SDPOA officers and study committee to dig a shallow for the purpose of providing water to the pond and irrigating plantings nearby. =s and Don Fiftal support Roger Waddell in representing the interests of the SDPOA to appear e the Tybee Infrastructure Committee to appeal their denial of a permit to drill a shallow well. Page 1 of 1 i subpart the plan developed by the officers of the Shipwatch Dunes Property Owners Association to dig a shallow well to continue to provide water to the pond that lies within Shipwatch Circle and to provide water for irrigation. I support Roger Waddell to represent the interests of the Shipwatch Dunes Property Owners Association in the appeal of the denial of a permit for a shallow well to maintain water in the pond in the Shipwatch Circle drainage easement as it has been done with city water for over 20 years and to provide water for irrigation. Subj: Shipwatch Dunes Date: 9/4/2011 10:52:46 AM. Eastern Daylight Time From; susan(asDsolutions,ora To: Roolaurwadaaol.com I support Roger Waddell to represent the interests of the Shipwatch Dunes Property Owners Association in me appeal of the denial of a permit for a 'shallow well to maintain water in the pond in the Shipwatch Crcle drainage easernent as it has been done with city water for over 20 years and to provide water for ,. nation.. 1 Page 1 of 1 ...nk you for all that you do. id 2. 9.'.20118 :00:16 A.M. Eastern Daylight Time . a's ad.edu corn Roger Waddell to represent the interests of the Shipwatch Dunes Property Owners Association of the denial of a permit for a shallow well to maintain water in the pond in the Shipwatch �e easement as it has been done with city water for over 20 years and to provide water for Page 1 of 1 Subject: Shipwatch Dunes Property Owners' Association Permit for a Shallow Well 6 September 2011 1. The Shipwatch Dunes Property Owners' Association applied for a permit on 27 July for a shallow well for our pond/lagoon that serves as part of our subdivision drainage easement as well as a habitat for turtles and fish and fishing grounds for birds. Well water can also be used to irrigate the area between the pond and the street Shipwatch Circle. 2. With the extended dry spell that began last year, keeping the water level up to support the fish and turtles caused our water bill to become excessive for our budget. The Shipwatch Dunes subdivision has 18 homes with annual association fees of $200. Over the past nine months, the average monthly water bill has been $122. The officers of the association believed digging a well was a simple plan to save money for the association while conserving city water. 3. The request for the permit was denied because the Director of DPW and the city's consulting engineer said we had a retention pond which is designed to catch rain water and storm water runoff only and should not have water added so it would normally be dry for storm water management. 4. The association wishes to appeal that decision because the pond is essentially the same as it was over 20 years ago when it was approved and included a city water line and meter to feed the pond. Throughout this 20 plus year history, the pond has enjoyed a continual ground/rain water presence and has supported marine life and birds which feed there. Adding water also provides aeration that helps support the marine life. There has been no record of property damage from its overflowing. 5. With the water level at an acceptable level for its visual impact, and for the fish and turtles to survive, the pond has provided adequate volume for most all rain events and only very infrequent deluges cause it to overflow. 6. Although the infrequent standing water in the street and pond overflow is an occasional nuisance for the residents on Shipwatch Circle, it appears that the runoff from the street and the pond and the rest of the subdivision properties causes no nuisance or interference with the city's separate storm water system. Nor does it endanger property or lives within or outside the Shipwatch Dunes subdivision. 7. The aesthetics of the pond, along with the fish and turtles in it and the birds that often frequent it, have influenced home purchase decisions for the entire subdivision and not just for the properties on Shipwatch Circle. Maintaining water in the pond has a significant impact on the desirability of the neighborhood, thus enhancing property values. 8. Allowing the pond to revert to a dry depression in the ground, relying only on rainwater to nourish the vegetation in it, is likely to turn it into an eyesore that will significantly reduce property values. Just keeping water at a bare minimum level over the past several months to provide for the turtles and fish has allowed unsightly invasive weeds to start growing around the edges. Depending upon the level of the water table, the bottom of the pond might actually stay muddy making it difficult to care for the vegetation in it. 9. Much of the water that runs off Polk Street goes into the yards next to the entrance to Shipwatch Circle and into the street. The crown in the north branch of the street causes water to run down the north (residence) side of the street to the west end of the Circle without going into the pond and collects in the street west of the pond. Thus, there would be standing water in the street and perhaps on adjacent properties with heavy rains even if the pond were dry before the rain and did not overflow. 10. Relatively little of the Shipwatch Dunes subdivision runoff goes to the pond. Part from Shipwatch Lane goes toward Lazaretto Creek and part goes to the drainage swale on the west side of the subdivision. Perhaps less than half of the runoff from Shipwatch Circle and the properties that surround it goes into the pond. The rest goes into the west drainage swale or into the street away from the flumes then to a buried drainage line between #9 and #10 Shipwatch Circle that goes to the west drainage swale. 11. The pond, with water in it and supported by a shallow well, can also serve as an immediate water reserve source should there be a dwelling fire in the neighborhood. The attached photos provide an orientation for the layout of the streets and the pond and show features that enhance the desirability of the neighborhood as well as the unsightly result of reduced water levels. Page 1 of 1 Subj: Shipwatch Dunes Retention Pond Date: 9/1/2011 8:43:52 P.M. Eastern Daylight Time From: wiie'Aameta(drornaii.com To: Roclaurvtad@aol corn? 1) 1 support the plan developed by the officers of the Shipwatch Dunes Property Owners Association to dig a shallow well to continue to provide water to the pond that lies within Shipwatch Circle and to provide water for irrigation. When I purchased the property at 7 Shipwatch Circle in 1993, one of the appealing features was the pond, which at that time was home to many catfish, turtles, a pair of ducks, a resident heron and the occasional egret The pond has been a source of pride to the homeowners, both on the circle and on Shipwatch Lane. Tybee visitors often bicycle or walk over just to see the turtles, photograph the birds,or just contemplate this little bit of wonder. During the holidays, residents festoon the banks of the pond with candle -lit luminaries. The pond is part of our life -style here. We have turtle feedings in the afternoon. This is the quality of life that filed me to move to Tybee Island. Thank you for your consideration, Pamela Miley 7 Shipwatch Circle 912- 786 -6022 Page 1 of 1 Subj: Fw: Shipwatch Dunes shallow well Date: 9/5/2011 7:37:57 P.M. Eastern Daylight Time From: hubertkvianneir@bellsou`ih.net To: Roglaurwad @aol.corn — On Mon, 915/11, HUBERTKVIANNEJR ELLZEY <hubertkviannejr bellsouth.net> wrote: From: HUBERTKVIANNEJR ELLZEY <hubertkviannejr©bellsouth.net> Subject Shipwatch Dunes shallow well To: "Roger Waddell" <Roglaurwaclgaol.com> Date: Monday, September 5, 2011, 12:16 AM We, Hubert and Vann Ellzey , residents of #1 Shipwatch Circle, Tybee island do support and encourage the proposed plan for a shallow well and pump. This is a well thought out plan by the officers of Ship Watch Dunes Association. The pond is a wonderful asset for our small community and the visitors that pass through the neighborhood going to the beach. The pond supports an abundance of marine life and beautiful wild fowl. \i. t 1 ° a r 1 1 1 1- 00N.Ac, fi 7/- ()(I Prt 5 i /P(A ATj! C/RC r &G &,t r ocJ 6rtCci:. 7v 4Q 2 44 - 5,-7- tcr. ekopos _b LOCI7rie>111 i L CT / ira'4 -fAi FOB&L2U/ LJ1 ANjJcrAL N p vh"( pe"Caa y"l�JG 0J17ei 1- 1,j/44/ Z5 (4) t4 wArEg. 1 1 VPIr_/ ✓/ r1 Pti A c 40,5s PoiOt SAart7 UfEt bOtT nJEA L'� £ Y Pc)4j it' f.) ,47111_ 1-07 SAT LL( P%2y Pv^J.b Vi s f f A INFRASTRUCTURE COMMITTEE MEETING CITY OF TYBEE ISLAND September 8, 2011 5 pm Approve the minutes of the previous meeting New Business: Roger Waddell — Appeal Denial for Request for Shallow Well in Pond at Shipwatch Dunes Subdivision k1% STORMWATER MANAGEMENT PLAN CONFORMANCE A. Major push by EPA all: ,s i EpD B. $37,500 /Day fine .J C. Be sure plan is clear Old Business: I. ULTRAVIOLET DISINFECTION SYSTEM A. Trojan PLC Repair 1. Cost $19,580 a. vs $375,000 estimated replacement costs b. All HGBD questions /concerns addressed c. RFQ process halted prior to advertisement 2. 18 month warranty on controls upgrade and PLC 3. Schedule for replacement ?? B. Enterococci Levels 1. Within permitted limits 2. New system will be able to meet Enterococci limits Dianne Otto From: Dianne Otto Sent: Tuesday, October 18, 2011 6:09 PM To: 'Tybeehot @aol.com' Subject: RE: FW: Elevation Certificate Attachments: WalkerElevationCert.pdf Ted, I visited the site and was relieved to see the outside heat pump elevated on a platform above the bottom of the floor of the house. I'm going to ask Ray Hord to go there to look at the electrical service to the structure because I saw parts of it feeding to under the floor of the house and Ray can tell me whether that is a concern or not. Stand by for another email. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Tybeehot @aol.com [mailto:Tybeehot @ aol.com] Sent: Tuesday, October 18, 2011 1:24 PM To: Dianne Otto Subject: Re: FW: Elevation Certificate Thanks. And just call me Ted. In a message dated 10/18/2011 8:33:45 A.M. Eastern Daylight Time, Dotto @cityoftybee.org writes: Mr. Walker, Thank you for sending the Elevation Certificate. I will visit your house today to try to determine that there hasn't been an air conditioning unit added or any other changes below the flood zone since the certificate was prepared in 1997. I'll email again after that. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Tybeehot @aol.com [mailto:Tybeehot @ aol.com] Sent: Monday, October 17, 2011 1:42 PM To: Dianne Otto Subject: Fwd: Elevation Certificate Diane, ELEVATION CEnTIFICATE l=EoVAAL EMERoIENCY MANAaEMENT AoV,NeY NATIONAL PLoob INstifANc1: pMooHAM • ATTENTION: Use of this cetillicate does not provide a waiver of the flood ineurahce purehat a tegekement. This form Is used only to provide elevation information necessary to ensure compliance With appticab}e community tleodplalri Management ordinances, to determine the proper Insurance premium rate, andlor to support a tbquest for a Letter of Map Amendment of Revision (LOMA or LOMB). Instructions tot t:oMpletlng this Iotht bah be found 011 the fohoVltMg pages. O.M.6. NO. 3067.0077 ExptrasMvy 31, ivt'E SECT1ON A P oPEnTY`1NeOFIMAT1oN son ersunANce COMAAHY Use MM HG OWNEf'S NAME PCUCY NUMosn 5 inset Aptness lInclucrlire Apt.. Unit, Suite arrdror eloje, Number) on e.o. houte APtu eoX NUMaen 0111 En UESCntP110N tLo1 And Block Numbers, etc.) 23L49 c ' /i ?d.P7"- .c.Qe'Y 144e o CITY comenNY t+MC Nuf,aen ; .2?2,4 s Ate sECTioN n FLoob INSURANCE NATt_ MAP {FInM) tNPonMATfott VP CODE Provide the following from the proper FIRM (See instructions): I. commur I1Y NUMeEn 2. PANEL NUMeErt 3. SUFret G 1. DAIS OP srnu Il»bSX C)27)S 5. YKtM ZZuNE H. BASE tt oon Et.evAr tort 1M AO Zones, uea depth) 7. Indicate the elevation datum system Used on the Mr-1/4 for Base Flood Elevations (BFBj: d WWI) '29 ❑ Other (describe on back) 8. For Zories A or V, where no BFE Is provided oft the FIRM, and the community has established a BM for ihls building site. itrdicate the connnunity's BFE.1 ii 1 1 }) U feet NOVO (or other FIRM dalutri-see Section B, item 7), sEcrlotl b BUILIANt LEVATIoN DlPo) MAT1oN 1. Using the Elevation Certificate Instructions. Indicate the didglarit Wither front the diagrams touted on PatieS 5 and 6 that best describes the subject building's relerence level . , 2 (a). FITIM Zones M -A30, AE, AR and A (wish bFE). The to el the teterence level floor from the selected diagram Is at an elevafioti of 1 1 L V BI la tee!, NQVI3 for other FitiM datum -see Section B, Item 1). (b). PI M zones VI -V30, VE, and V (with ?FE). The bottom of the loweal horizontal structural member of the reference level from the selected diagram, Is al an elevation of 1 I 1 I 1 1 U teat NQVD (or other FIRM datutn -see Section 8, Item 7). (c). FIRM Zone A (without BFE). The (loot Used as the reference level born the selected diagram is I f 1 U teat above 0 or below 0 (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level trotn the selected diagram Is LLI U feel above 0 or below ❑ (check one) the highest grade adjacent to the building. It no flood depth number le available, is the building's lowest floor (reference level) elevated In accordance with the coinrnunity'e lloodptatn mantlgement ordinance? 0 Yes No [ 1 lhikitown 3. indicate the elevation datum system used in deterMlntng the above Wineries, level elevations: NOVb'29 ❑ met (desctrbe under Comments on Page 2). (NO1'g: 11 the elevation dsluttt trsed In itteesuring the elevations is different than that used on the rtRM (see Section B, gem 7), than convert the etevattons tai Ilse driittirtt system used on the FIRM end show the conversion equation under Continents on Page 2.) 4. Elevation relerence mark Used appears on FIR 0 Yea No (S ett Instructions on. Page 4) 5. The reference level elevation Is based oft: actual conslttictton 0 conlstrUcttot drawings (NOTE: Use of construction drawings is only WWII the btiildtrtd does hot}'st tunie Hie relerence level poor In place, In which case this certificate will only be valid tot the building during the course of cohstnictlan, A post-conskuctlon elevation Certificate *111 be required once construction is complete.) 6. The elevation of the lowest grade Immediately adjacent to the building Is: l 1 l A21.124.feet NOVI) (or outer FIRM dalum•see Section 0, Ilent 7). t3EctioN b coMMUNttYINFafMAtIdH 1. it the community oiictat responsible for vetilying building eIevatoha specifies that the teterence level indicated in Section C, Item 1 Is not the `lowest floor" as defined in the community's floodplain management ordinance, the elevation at the buttdtng's "lowest floor" as defined by the ordinance Is: 1 1 1 s LU.0 feet NeVb (or other 1=1RN1 datum -see Section 8, Item 7). 2. Date al the alert of consltUotton or substantial Improvement FEMA Fern, 81.31, MAY 43 •d RErtAcss /&ti. PRt5VlOUS EtXnoWJ3 st:E tttveass sex tak cvNrrtuAlroN dCO:C0 LO 92 unr Printing: Layout Page Page 1 of 1 SAGIS Savannah Area Geographic Inrormalian System vannah Area GIS 31 .31 AC 30 .31 AC 29 .31 AC 784 28 .31 AC Owner: WALKER THEODORE R PIN: 4 -0002 -11 -010 Property Address: 12 MEDDIN LN Zoning: RR =1 Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912 - 355 -6699 Voting Precinct: 4 -10C Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: COASTAL Zip Code: 31328 Neighborhood Code: Calculated Acreage: 0.07273921 Land Value: 98000 Building Value: Real - estate Value: Sale Price: 200000 Sale Month: 06 Sale Day: 02 Sale Year: 2006 Legal Description: LOT 8 BLOCK 16 FORT SCREVEN Property Card: Click Here Powered by BinaryBOs http:// www .sagis.org /app/NET /print.aspx 10/18/2011 Dianne Otto Qict I \ (s(ir, From: Dianne Otto Sent: Sunday, July 17, 2011 2:41 PM To: Diane Schleicher Cc: 'pgallup3 @comcast.net; Bubba Hughes Subject: RE: convert duplex to single - family Attachments: 515 -517 Butler subdivision plat.pdf; Itr does not violate zoning.doc Diane, Attached is the recorded subdivision plat for 515/517 Butler Avenue. This was in the new construction building permit file 99 -34 and it served as the as -built survey for this duplex. The plat is of the correct size to scale. During a site visit I confirmed the setbacks have not changed since the 2000 plat other than an approximately 3 -foot square outdoor shower enclosure attached to the south side of the structure. Also attached is the letter that had been drafted to be submitted to the Chatham County Board of Assessors regarding the recombination. You cited three items when you returned the letter to me unsigned: needed a survey, needed to verify setback compliance, and needed assurance that the building would be converted to single - family if the recombination was approved. Please use this additional information to continue your review of the proposal. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: pgallup3 @comcast.net [mailto:pgallup3 @ comcast.net] Sent: Thursday, July 14, 2011 7:08 PM To: Dianne Otto Subject: Re: convert duplex to single - family Ok thanks Sent from Xfinity Mobile App Original Message From: Dotto @cityoftybee.org To: pga11up3 @comcast.net Cc: bhughes@ CBRHLAW .COM,dschleicher @cityoftybee.org Sent:Thu Jul 14 10:01:27 UTC 2011 Subject: RE: convert duplex to single - family Pam, Wait on having Keaton do a survey. Let me look in the 1999 file for the as- built. I'II do that tomorrow. Dianne K. Otto, CFM 1 City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: pgallup3 @comcast.net [mailto:pgallup3 @ comcast.net] Sent: Thursday, July 14, 2011 5:37 PM To: Dianne Otto Subject: Re: convert duplex to single - family Diane, Thanks for your quick response. I will go ahead and have mark Keaton do a new survey for you. I will be glad to sign a notarized statement that it will be used only as a single family dwelling. I will get back to you as soon as i get these completed. Have a great weekend. Pam Sent from Xfinity Mobile App Original Message From: Dotto @cityoftybee.org To: pga11up3 @comcast.net Cc: dschleicher @cityoftybee.org,bhughes @CBRHLAW.COM Sent:Thu Jul 14 07:12:25 UTC 2011 Subject: RE: convert duplex to single - family Ms. Gallup, The City Manager has a couple of issues related to your request to recombine 515 and 517 Butler Avenue. Attached is the subdivision plat which was used for your fence permit. The plat does not show the distances from the property lines to the structure. We would like to know those distances to determine if the structure conforms to the required setbacks (20 -feet on front; 10 -feet on rear and sides). Since it was built in 1999 (building permit 99 -34) it should be conforming unless a variance was granted. I have not researched whether a variance was granted. There may be an as -built survey in the 1999 building permit file that would show the setback distances. If that file exists it is located in our archive room which is not in this building. Let me know if you can provide the survey. If you don't have it then I'll try to find the 99 -34 file. The City Manager also spoke of the need to assure that if the recombination occurs the duplex is in fact converted to a single - family dwelling. I don't know in what form that assurance would be documented but I would suppose it could be as simple as a notarized document stating such. I'll let you know more about that as we continue reviewing your request. Thank you for your patience as we continue to process this. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 2 From: pgallup3©comcast.net [mailto:pgallup3 @comcast.net] Sent: Tuesday, July 12, 2011 9:40 PM To: Dianne Otto Subject: Re: convert duplex to single - family Thank you. Have a nice week. Pam Sent from Xfinity Mobile App Original Message From: Dotto @cityoftybee.org To: pgallup3 @comcast.net Cc: dschleicher @cityoftybee.org Sent:Tue Jul 12 09:45:55 UTC 2011 Subject: FW: convert duplex to single - family Ms. Gallup, The attached draft of a letter to the Chatham County Board of Assessors has been forwarded to the City Manager's office for her signature. I will email a scan of the signed letter when I receive it back from Ms. Schleicher. As requested, the PINs for the two lots are: 515 Butler Ave. 517 Butler Ave. PIN 4- 0005 -03 -004 PIN 4- 0005 -03 -003 Please note that the work to physically join the two units will require a building permit. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Dianne Otto Sent: Tuesday, July 12, 2011 1:33 PM To: Diane Schleicher Cc: 'pgallup3 @comcast.net Subject: FW: convert duplex to single - family Resending with attachment. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Dianne Otto Sent: Tuesday, July 12, 2011 1:32 PM To: Diane Schleicher 3 Cc: 'pgallup3 @comcast.net' Subject: convert duplex to single - family Diane, Ms. Pam Gallup (cell 484 -4989 / pgallup3 @comcast.net) would like to recombine the duplex at 515 and 517 Butler Avenue for conversion to a single - family dwelling. The Chatham County Tax Assessor has requested that Ms. Gallup provide a letter from the City of Tybee Island stating the recombination would not violate our zoning ordinance. The letter can be emailed to Ms. Gallup. Attached is a subdivision plat that was submitted when Ms. Gallup applied for a Variance for a fence in 2010. From it and SAGIS records I can discern that each lot is currently 3,160 square feet. A recombination would result in a lot size of 6,320 square feet. The minimum lot sizes in R -2 are 4,500 square feet for a single - family lot and 6,750 square feet for a duplex lot. Therefore, if recombined the resulting lot would not meet the minimum lot size requirement for a duplex lot. The plat does not provide the setback measurements so I do not know if the duplex is a nonconforming structure. Please advise. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ********.*************.*********.**************.********************************.**.****.**.. *. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***.******.********************************************************************************** *. * * * * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ............*.*.....*..***..**********************************.**.*...*.**.***********.****.* * * * * * * * *. *..... * * * * *. *. *. * *. *.* ****.*****.************.***.*********.*****.*************.*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 4 912 - 898 -5654 Pamela Gallup, MD r 4J FRO rY iw61iLY Ry[\ VNOIL DP TYBEC ISLAND • wT. ILAYO� Fy tl'2AZ Z?f,C0caiCIL AFPROVFn m nu: (TREE (9I,,ND ZONING ADHININTRATOR • i0444C-ALAWALZSLIXaR o,.,�; L" /•'d a. :cvwc GATE //'17— Z„{' 7C OATC Iwl4Z)4 Clam -vs 2 ISTY ursurtuw IVN ofAAwjO IAYGLL •WILY nY1U1Nnf tXlyp0p10 Y(A�l TTIII O iR4R 3.149 •/I7 /1141 VIM 21/1111.41.14011 IS 11111104 44n11l34Cl ;. PK. F' 34 J. WHITLEY It1YNOID6 LANG SURVEYOR 0 STFP1iFAS /N AVENUE SUM. C SIX713 STREET 0 ,o 81 Rfto ri 14f qTD lIM1Y to, 41M A 4 -.., T e0 :n-le'A P 4 N 10'00'00 -'t • , 0 T so 01m' W 34.05' LOT "A-1 nEE1V70 Fc n rTcc,n it :d lr]Y y; Pr O ^� LOT "B" —1 WA. 31415 wr ww 42o4 44004444 4 10•00'0011 30 00' 40.02' BUTLER AVENUE 80' VW 10 0 10 :0 30 GRAPHIC SCALE - FEET ss;—. Asti 0111 4444044 c w VICINITY YAP r eiAce Off(A.• Vcri /ems/• Gatt5 Cc f' (,tea t L uxi, i1 4\ .� PLAT OF A RESUBDIVISION OF LOTS "A" & "B" OF A SUBDIVISION OF LOT 1, WARD NO. 2, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: FRANK DRUDI MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tem Wanda D. Doyle Bill Garbett Frank Schuman, Sr. Kathryn Williams Paul Wolff July 13, 2011 14-t) octal.q- CITY OF TYBEE ISLAND Chatham County Board of Assessors P.O. Box 9786 Savannah, GA 31412 To Whom It May Concern: CITY MANAGER Diane Schleicher ACTING CLERK OF COUNCIL Jan LeViner CITY ATTORNEY Edward M. Hughes Ms. Pam Gallup, a resident of Tybee Island, has requested that the duplex that she owns at 515/517 Butler Avenue be recombined to a single - family residence. Ms. Gallup is aware that the property many not be subdivided again in the future. The Property Identification Numbers for the two parcels are: 515 Butler Avenue PIN 4- 0005 -03 -004 517 Butler Avenue PIN 4- 0005 -03 -003 Ms. Gallup is requesting a single PIN and that an address be assigned to both properties. We are writing this letter to inform you that we have reviewed our codes and this does not violate any zoning ordinances. From our perspective she may proceed with this lot recombination. Sincerely, Diane D. Schleicher City Manager oa ck.s 5-(- C O vt ves-T- -� S v\s_sz_d P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org APPROVED BY THIS: MAYOR AND COtINCII. OIa TYBEE ISLAND ('I,ERN ( ( N('II. 'PROVED BY 'VIII•: •1'YI3E:E: ISLAND ZONING ADMINISTRATOR NOTES aZe�vi�v� lakee7 2d 1/ ,07,A) DAT / - a 7-0o DATE / / -2 %- -ZDoc, DATE: THIS SUBDIVISION I'RE:A'I'E :S LO'T'S UNSUITABLE: E'OR L)E:'I :ACHED SINGLE E'AMILY DWELLINGS Ac'('ORDING 'FU THE V Ltt M DATE I) 6. '17/86 THIS SVBDIVISION IS WITHIN TIME 100 YEAR E'LOOD ZONE REFERENCE PRE3 N :3i1 1 J. WHITT,EY REYNOLDS LAND S111ZVNYOR (;:in S'I'F:1'IIE;NSON AVENUE 1!1`I'I? (' SAb: \NNA1 -1, GE ;ORGIA 1,405 "I`E:I I PHONI? 91:' :iF,;' 0161 VAX 912 :i5;2 7787 ;9RGIA • ` N 2249 7'LEY SIXTH STREET EQUIPMENT. 'I'OF'('ON AP I.IA ERROR OF CLOSURE LINEAR I/ ANG •• /ANGLE PLAT I /INFINITY 0 I0 SCALE 1" 10' DATE. .JULY 19, 1999 FILE NO 98 187A 1 A.„6C,420 N LOT "C" N 18 °00'00 "E 4' CHAIN LINK FENCE - - - -x- y X Y —Y -- 40.07' LOT "A-" 1 AREA ' 3154 SF' '4'34 yR$ 80.02' x I RECEIVED FOR DECO t 2DCI f OV 28 PH 2: 35 LOT ••D•' 39.95' LOT "B" _ 1 AREA ' 3143 SF TWO STORY FRAME RESIDENCE I FIRE WALL TWO STORY FRAME RESIDENCE 1 I" IPF• CONC WALK r x 39.93' �. �.. S 18°00'00"W 80.02' BUTLER AVENUE 80' R/W l 0 0 102 0 I1111 fII_-rt GRAPHIC SCALE FEET 30 0 SUSAN ,011SE CLERK OF a; .i..013 COURT CLATI• \ 1 GEORDA 419101.06. er.1321■• 5/8" RBF ••X" FND a„6e<4,co I S Co 0 SECOND AVENU FIFTH STREET THIRD STREET LOVELL AVENUE FIFTH STREET SIXTH STREET EVENTH STREET BUTLER AVENUE VICINITY MAP ,R' PLAT OF A RESUBDIVISION OF LOTS "A" & "B" OF A SUBDIVISION OF LOT 1, WARD NO. 2, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: FRANK DRUDI City of Tybee Island — Community Development Department BUILDING TERM 11 IPergt Numbeirn r Issued Date: 0 al I. I I Job Address: ,Job Name: Type of Work: Flood Zone (if applicable)! To avoid penalty this placard must be posted and visible from the street until completion of the project. TO SCHEDULE AN INSPECTION call (912) 7:64573, extension 114, by 4A)0 pm the day before you need an inspection. FROM :A K mar ine FfurC1TY a Ma 1LAND FAX NO. :912 790 9001 Sep. 09 2011 02: 04PM P1 0919)a11 13:48 #051 P,001/002 crry OF MEE ISLAND TREE REMOVAL PERMIT APPLICATION Addreg of Property c7 - Owner's Name 40.34s. 4 AW/feecide..., Applicant's :`'Zarie oczai dote,- oce.,swoit, owner's Address 109, ra s Applicant's Address #12, Oneiphone 9/0) — 6, s-f6, 7 *1 Appli;:ant'i; 'Telephone s ect .01./z FOk TREE KEMOVAL s • Yliist mairanir F1 d'aSity Of 3. ,'..reti pt,.- 4„',',.'!077.;,..!7....3.:*:-.' ieeq. All i.ree t. with t. 5" thame'.er at 4,5 feet above grounci count 1 toward the density count. $ Sigr.ifica.nt :reel: may X' ;*(-.5!:70v,7.e. c ;A4., •.: ru.lr..,r ...,,ertilin. ,....i.:..,.N..7.11itan,..v....s an.d o)nst Oe replaced Mch.for-ir;cli in Ile speeics with ininrr.i.i.n.: 2...inete.3:arnet.,::' i.....7., ..i. ..h.: othe:':-::.,e iti,itigat.rr:. (See reverse side for defnitiOn,) 1 • By accepting qati Tree Removal Peor.11, il..,..11.7,Tt:,,i.-.,ery o.;.tre..,.. ?..:id ;:hc,t opplic..ant agree to comply with all rent 1 . ..:in,.rr.ent, pizating $pecffication8 and Ire urvival requirements, i API' L.-It:A.1'10N R.F.Q1.5tR.E MENTS-------------i. ......-- —....—.......—.----- . .— Sealed plot plan iitiov,.ilii; 1'atit. ,.,.i..7. aLd spt;cit-.: of all tr=...> Lm the lot whicii have a diameter of 5 inches or i more at 4,5 reel above gro,...z.:., all ::,:i:?.......,r4 isnii.i.Q"VX!V.11t, all 1:.f..rpoik..11 imp. f;.vernents, arid property se,*ac. Mark all trees proposed for rt.-you-,.e`. 1 Mark the planting lozat:ot:, ::;izt ih,:.I q,-.:....i,:.s Fo- all. ::;roposce. r,:placcolent 'crtes. (If rcplacrrk.ant it.,; proposed for , 1 another parcel of land; a T.:1o: p..,.,.!r....:f -.1.,:..,t pamel i!.;' V,E,',11:i1V.1 W27:11 Ihe same information notated.) i EXPLAIN NEED TO REMOVE TR.11,E) J 4$009ei.my-4 e e / A-) , ret fter cii, #a.'9 ,,,,, -E„,. ,4....tp de a ss 1 ,t..., 1?-14 di "9 it . t 44-.6- . _ r it,ec is 4 0 c .4 ) 7 e 0 9 / , c ) per4) .04, r d do- 1.4.,,s2 7-e 4 oge .e. reit, 94.-..-, . 0 y , 41 Q A 10 , 6 I r.,••,,,•■•■••■•■•■•■ lazve rt•vitw..te, t'ot; (ca, Arti:!e . l'ree ReinoN;ai Regulations, and hereby agree to comply with the provisions )I-..creof. Ti.'r.R.er,r1-..val Ar,.•,7;;:k;4ation Mely require 5 4a.ys to p:oe. Owner or Applicant Sign. anire L. 1 Owner or Applicant Printed Name of2.-0 /3,E el 7- tceivizaiti •16= City Official * De414.1; Maigaiion Rcquircd) Ei YES 0 INO ■•••■•-• Date „.. I-- . - :‘,1 11..t74:1 . F., L O ...........,,,......._ Pc.‘1:;• V!? . 7' 7 Al, --; — Alf IIGATION PLAN • . --; AppRovED 1 OiND .Ces/frti 1,94341 9L,21 arn e01- rch,cj. Printing: Layout Page SAG19 Savannah Area GIS Savannah Area Geographic Information System Owner: FEARON ROBERT J Et CYNTHIA* PIN: 4 -0003 -17 -008 Property Address: 6 2ND AVE Zoning: R -1 -B Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912-355-6699 Voting Precinct: 4 -10C Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: COASTAL Zip Code: 31406 -3222 Neighborhood Code: Calculated Acreage: 0.08140365 Land Value: 142200 Building Value: Real - estate Value: Sale Price: 395000 Sale Month: 04 Sale Day: 08 Sale Year: 2002 Legal Description: NORTH 45 FEET OF LOT 43B WARD 1 Property Card: Click Here Powered by 8tnan]Bus Page 1 of 1 http: // www.sagis.org/app /NET /print.aspx 9/12/2011 Page 1 of 1 http: // boa. chathamcounty. org /PortalsBoardofAssessors /PropertyRecordCards /Photos //RESIDENT /40003/1... 9/12/2011 MEN. ri . J • • '41,'„ .A „•, • A/M • • r • Al MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tern Wanda D. Doyle Bill Garbett Frank Schuman, Sr. Kathryn Williams Paul Wolff J.J. Leonard Mike & Karen Leonard P.O. Box 386 Tybee Island, Georgia 31328 CITY OF TYBEE ISLAND Date: August 8, 2011 Telephone Number — 912 - 786 -7890 Reference: Address Change / Correction: # 602 A &B Polk Street CITY MANAGER Diane Schleicher CLERK OF COUNCIL Vivian O. Woods CITY ATTORNEY Edward M. Hughes It has come to our attention that there is an Address Numbering problem in the block in which you reside. This causes a Public Safety problem for the 911 dispatch of Emergency Services (Fire, Police and EMS). Therefore it is necessary to change / correct your address. Please be advised that effective immediately your address will be changed: From: #602 A& B Polk Street aka # 2 Lee Lane TO: # 318 Polk Street Tybee Island Code of Ordinance Section 54 -2 Building Number Placement: All building numbers shall be placed on the outside of the building in a conspicuous place with open view to the public. Please attach the correct number on the outside of your house so it can be clearly seen from the street. We will notify the following: Tax Assessor, Water Department, Planning & Zoning Department, Electric Company, Fire and Police Departments ** PLEASE NOTE: A Landline Phone Number is required to change the address within the 911 Emergency Dispatch Systems. If there is a Landline Phone at this residence and is either not listed above or incorrect please contact me. Please notify your Insurance Company, Phone Company and any other agencies you deem necessary. We regret any inconvenience this change may cause you but we know you will recognize the importance of this change / correction. Jimmy Brown jcbrown @cityoftybee.org PO Box 2749 Tybee Island, GA 31328 912 - 786 -4573 X 112 FAX - 912 - 786 -5330 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftybee.org * * * 'k Certified * City of ',F Ethics 1J1, B L�yL Dianne Otto From: Dianne Otto Sent: Tuesday, August 16, 2011 3:45 PM To: 'Susan Kubli' Subject: RE: Confirmation of phone conference for Wed. August 17th Ms. Kubli & Mr. Allen — I will be expecting your call tomorrow morning at 10 am. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Susan Kubli jmailto:suzieqbeachgirl@hotmail.com] Sent: Tuesday, August 16, 2011 12:41 PM To: Dianne Otto; Chantel Morton; Ed Allen Subject: Confirmation of phone conference for Wed. August 17th August 16, 2011 Ms. Dianne Otto 4-0 D Ed and I will call tomorrow, August 17th, at 10:00 AM to further discuss our business proposal. We feel, based on your letter, that you do not have a full understanding of what we are proposing to do and that clarification would be helpful in resolving this matter. Although, in my letter of July 17th, we proposed starting the tour at the pier, we didn't intend for the tour to be on the pier itself. We only used the pier as a potential meeting point. We are totally open to any location that would be acceptable to the City of Tybee Island. As to the ordnance forbidding sales in public areas, we have no intention of selling anything in public areas. We intend to sell tickets for the tour online and over the phone, in advance. We do not intend to solicit sales on the beach and the promotion of the tour would be solely through print advertising distributed through the visitor's center, and at local businesses and on the internet. The concept of the "tour" is really more of a "show" than what you may think of as a "tour ". It is a family friendly, activity that would be available for tourists after the hours that they would typically be using the beach for recreation, i.e. after the dinner hour. It would in no way get in the way of other people who would be enjoying the beaches. In fact, a rather secluded location would probably work better for us. Again, let me re- iterate that any location acceptable to the City of Tybee Island is acceptable to us. We would love to partner with a local business, for example: the Lighthouse Museum or some other business with a beachfront locale, so that our business would enhance the historical and recreational draw of Tybee Island. We too are very concerned with, and mindful of, the ecology of Tybee Island and in no way would allow our activities to detract from the natural beauty and habitat it provides both visitors and wildlife. I will say once 1 again that we are flexible regarding the details of location etc., however, we feel that our business would be a benefit to Tybee Island and should be considered, even though it doesn't fit the mold as to your concept of what a business should be. Sincerely, Susan Kubli & Ed Allen Two Pirates Productions, LLC. 2 MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tern Wanda D. Doyle Bill Garbett Frank Schuman, Sr. Kathryn Williams Paul Wolff CITY MANAGER Diane Schleicher ACTING CLERK OF COUNCIL Jan LeViner CITY ATTORNEY Edward M. Hughes CITY OF TYBEE ISLAND August 14, 2011 VIA EMAIL ONLY Ms. Susan Kubli (suzieqbeachgirl ti,hotmail.com) Mr. Ed Allen (pirateover40@hotmail.com) Dear Ms. Kubli and Mr. Allen, I have received your email of August 13, and in advance of our telephone conversation on August 17, believe it would be beneficial to begin the discussion of the business plan proposed in your email of July 7. The email proposed a walking tour that would begin at the pier. If the intent is to be on the pier, please be aware that the pier is owned and operated by Chatham County. Please contact their Parks and Recreation Department at (912) 652 -6780 to discuss use of the pier. The tour, which may include acoustic instruments, would progress onto the beach and conclude by the pier. Please read Section 34 -47, Designation and Purpose of Public Areas; Sales in Public Prohibited. The ordinance is included with this email and is also available at http: / /library2.municode.com /default - test /home.htm ?infobase = 14104 &doc action = whatsnew. Although the ordinance does not speak to the type of business you have proposed, in my opinion, a business license could not be issued because the business is not in keeping with the intent of Section 34 -47. I have on my calendar to expect a call from you at 10:00 a.m. on August 17. If you would like to discuss the information I have provided please call me at that time. Otherwise, because the position of Planning and Zoning Manager is currently vacant, the chain of command to have your proposal considered by a person with greater authority would be to contact Diane Schleicher, City Manager. Her email address is dschleicher@cityoftybee.org or she can be reached at (912) 786 -4573, extension 109. Sincerely, 11,a wwe Otto Dianne Otto Zoning Specialist Enc: Section 34 -47 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org Sec. 3447. Designation and purpose of public areas; sales in public prohibited. (a) The city council has made the following findings: (1) That the beach, streets, strand and parks are public areas which are open and accessible to all persons; (2) That the public beach, streets, strand and parks of this city are maintained and subjected to reasonable regulation by this council in order to promote the health, safety, welfare and morals of all persons; (3) That said areas provide a unique area for all persons to pursue peaceful relaxation and quiet enjoyment in a reasonable manner; (4) That it is desirable and necessary to preserve the unique nature of the areas referred to above and to protect all persons who utilize those areas from undue annoyance, disturbance and inconvenience, and for those reasons, the city council states: It shall be unlawful for any person to sell or offer for sale any goods, wares, merchandise or food on any of the public streets, or on the strand, or on the beach, or in any park, or to solicit from any person for the purchase of any goods, wares, merchandise or food which might annoy or bother any person who is pursuing peaceful relaxation and quiet enjoyment within the confines of the city, or on the strand, or on the beach located therein or adjacent thereto. This prohibition shall not be construed to prohibit the display, offering for sale or sale of any goods, wares, merchandise or food immediately in front of the place of business of the seller, or designee provided the seller has a building from which his business is being operated. (b) This prohibition shall not be construed to prohibit the city manager from the issuance of a temporary permit for special events to allow any such sales at designated times and places where, in the discretion of such city manager, those sales will not annoy, bother or harass the citizens and visitors of the city. (Code 1983, § 9 -1 -20) Dianne Otto From: Dianne Otto Sent: Monday, August 15, 2011 10:04 AM To: 'Susan Kubli' Cc: Chantel Morton Subject: RE: Business Proposal Attachments: 535C- 411081509160.pdf; Kubli.doc Please see attached letter and ordinance. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Susan Kubli [mailto:suzieqbeachgirl©hotmail.com] Sent: Saturday, August 13, 2011 9:35 AM To: Dianne Otto Subject: RE: Business Proposal Ms. Otto, We will call on Wednesday, August 17th, when Ed and I will both be available for a conference call. Is there a particular time that works better for you on Wednesday? Also, would you like us to email you information about our business ideas in advance of the phone call? Ed is preparing a power point presentation that he could send you. Have a great weekend! Susan Kubli From: Dotto @cityoftybee.org To: suzieqbeachgirl@hotmail.com CC: cmorton @cityoftybee.org Date: Fri, 12 Aug 2011 18:18:20 -0400 Subject: RE: Business Proposal Ms. Kubli, I just reviewed your email and realized that you will be here during the week of August 22nd. I will not be in the office at all that week. Instead of meeting then, we will need to discuss your proposal on the telephone. Other than the week of August 22nd I will be here so please call me when it is convenient for you. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 From: Susan Kubli [mailto :suzieqbeachgirl @ hotmail.com] Sent: Tuesday, July 12, 2011 8:54 AM To: Dianne Otto Subject: RE: Business Proposal Ms. Otto, We will be in Tybee the 20th through the 28th of August. I will call your office to arrange for a meeting. We look forward to discussing our proposal with you further. Thank you, Susan Kubli From: Dotto @cityoftybee.org To: suzieqbeachgirl@hotmail.com; cmorton @cityoftybee.org Date: Mon, 11 Jul 2011 20:18:41 -0400 Subject: RE: Business Proposal Ms. Kubli, I would like to discuss your proposal with you. It is my understanding that you will be visiting Tybee Island soon. Please schedule an appointment to meet with me during your visit or call so we can discuss your proposal by telephone. I look forward to hearing from you soon. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Susan Kubli [ mailto :suzieqbeachgirl @ hotmail.com] Sent: Thursday, July 07, 2011 1:20 PM To: Dianne Otto; Chantel Morton Subject: Business Proposal To Whom It May Concern: We are writing to you to seek guidance in starting a business on Tybee Island. We would like to begin running a "Pirate Tour /Show" in the summer of 2012. This tour will be both educational and entertaining. We will give historically accurate information within the context of our presentation from a first person perspective, while dressed in historically accurate costumes. Ideally, our show will begin at the pier and will progress onto the beach a distance in a "walking tour" format. Once the group reaches a designated location, they would be asked to sit down on the sand and the presentation will continue on the beach. At the conclusion of the presentation, the group will be escorted back to the original meeting place by the pier. Acoustic instruments (i.e. guitar) may be used in the performance. We will not use amplification or any permanent structures. Our audience will be limited to no more than 45 people at any given performance. We will offer 2 performances a night, one beginning at 7:30 PM, and the second beginning at 9:00 PM. The performance will end no later than 10:30 PM. My partner, Ed Allen, and I are both professional performers who have a great love of history. We are both currently employed by the Colonial Williamsburg Foundation in Williamsburg, Virginia where we give presentations similar to the one we propose to offer on Tybee Island, to visitors from all over the world. We have had formal historical training through Colonial Williamsburg. I have also received historical training from The Jamestown Settlement, a living history museum also located in Williamsburg, Virginia, where I formerly gave guided tours to school groups. My partner earned an MBA from Portland State University and I graduated from 2 George Mason University with a BA. We are studying the history of Savannah and intend to take the tour guide exam, to further our knowledge of the history of Georgia and the Savannah area. We would like to pursue our dream of having our own tour business on Tybee Island as we both are greatly taken with the area and would like to relocate there. Additionally, through historical research, we have found that Georgia's barrier islands played an important role in the history of pirates even before Savannah was founded. Finally, we are aware that Tybee Island hosts a pirate festival every year which draws a large crowd. We believe that our pirate tour/ show would be enjoyed by visitors to the area and would enhance the tourist industry on Tybee Island. Please contact us at your earliest convenience to discuss what steps are necessary to pursue our dream of owning a business on Tybee Island. Sincerely, Susan Kubli & Ed Allen Phone: (757)206 -0910 suzieqbeachgirl@hotmail.com pirateover40@hotmail.com ............................................................................................. ............................... This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ............................................................................................. ............................... This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 3 Dianne Otto From: Kathryn Williams [tybeecreek @bellsouth.net] Sent: Wednesday, August 10, 2011 9:50 AM To: Dianne Otto Cc: Diane Schleicher Subject: trees Good morning Diane, I have been contacted by two residents concerning tree removal in the ROW adjacent to Ronnie Tatum's property. From the reports I've received, the oaks were significant and in the ROW. Would you please let me know if these reports are valid - were trees cut and if so, was a permit in place. Thanks, Kathryn S • L U� 4. a- : €if1, L- 1 L cL� Location: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT NAME ctoz4- • .510K c,c -c /fLR PIN # ADDRESS TELEPHONE Owner Sur4rS to r4.,4:5(rh• Architect or Engineer Building Contractor (Check all that apply) ❑ Repair El Renovation ❑ Minor Addition ❑ .Substantial Addition Other Details of Project: ❑ Residential Single Family El Duplex El Multi- Family El Commercial QVev+ TAci 2 ❑ Footprint Changes ❑ Discovery n Demolition 10 ao Po, ,c)fz7 -7-1-A17-5 A` (►Tub Up6� '3i&%) I INV= "1-kocb RawlLiEs,5'$ M 41612gEw�t Estimated Cost of Construction: $ --j Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: S 19 a Remarks: (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry Fog 1%Lvlo`ri�f g$ q Th r ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) Setbacks: Front # Bedrooms # Bathrooms Living space (total sq. ft.) With culvert? Rear With swale? Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through 1.e/ / A-leG/ On -site waste and debris containers will be provided by ,4v7-',--1, 4w Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drai , . ge impaired by this permitted construction. Date: / 4 l ` C ( ( Signature of Applican Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and/or number been reported to MPC? NFIP Flood Zone FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager Signature Date FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL /URFER( IFOR AUTIIM SurfersForAutlsm.org The following are descriptions of the 10 x 20 temporary structures /tents that we ask be permitted for the Surfers For Autism event on Tybee Beach, July 23rd, 2011. These tents are owned, maintained, set up and broken down by SFA staff, Each of these tents are secured to four 100 lb sand ballasts by nylon tie down straps, each rated to secure 600 lbs. In the event of a wind gust exceeding 50 mph the tent tops will break away leaving the frame intact and secured to the ground. At each of our events we typically have six of these 10 x 20 tents set up but under the circumstances we are asking that only three be permitted. One to conduct our raffle and make announcements one to protect our volunteers and staff that take donations for raffle items and one to protect our volunteers and staff that serve food and water. All of the food served at the event is prepared off site and donated to SFA by local restaurants from the community. Only registered participants and volunteers are served food and water and it is free. Vending /selling of any product or food at the event is strictly prohibited. The consumption of alcohol is also strictly prohibited within the event confines The following is a copy of the tent specifications from the manufacturer: Frame • Heavy -duty 2" diameter all steel (8 Leg) frame • DupontTM thermoset baked on powder- coated finish prevents chipping, peeling, rust and corrosion. • Quick and easy set -up with built -in slip together swedged tubing. • Wide foot plates on every leg ensure easy access to secure anchor points. Cover • Polyester fabric cover with full valance and closed end design. • UV treated inside and out with added fade blockers, anti -aging and anti - fungal agents. • Waterproof treatment with double stitching and polyurethane inside lining. • 50 +UPF rating blocks more than 98% of UV harmful rays. UPF represents Ultraviolet Protection Factor and indicates how much of the sun's radiation is absorbed. 50 +UPF is the highest fabric rating for radiation exposure. Only 2% of the UV rays will penetrate through the shade fabric. • Cover quickly attaches with high quality hook and loop and buckle down straps at the corners. • CPAI -84 Section 6 Compliant for Fire -Rated Rating. Dianne Otto From: Don C. Ryan [surferforautism @live.com] Sent: Monday, June 06, 2011 1:12 PM To: Dianne Otto; deb_earreiro @dnr.state.ga.us; KIM RYAN Subject: Surfers For Autism Attachments: Tybee Building Permit App.pdf; Tent Specs.docx; TYBEE BEACH SITE PLAN.pdf Good Afternoon, Please find attached the completed building permit application, tent specifications with proposed use of structures and a detailed site plan, If there is anything more I need to provide please advise, Thanks for your assistance and consideration, Best, Don C Ryan President /COO Surfers For Autism 561,445,7154 www,SurfersForAutism, orq http://www.msnbc.msn.com/id/21134540/vp/38157425#38157425 http://www.youtube.com/watch?v=ZpVoXYHjId8 https: / /www.facebook.com/ media / set /? set =a. 425934759811 .209289.350102134811 #! /surfersforautism 1 ATLANTIC OCEAN • N SURFING ZONE LIFE GUARD TOWER Aprox 100 ft PIER PAVILION SURF RELATED REGISTRATIOIN 1 MEDICAL /FIRST -AID RAFFLE TENT SUPPORTERS ALL TENTS IN BLUE ARE OWNED BY SURFERS FOR AUTISM, INC i FOOD/WATER 1 t ANNOUNCEMENTS /MUSIC PARKING LOT GAMES VOLUNTEER TENT AUTISM RESOUR AUAFE*( FOR AUTIIM Uldw soMOebm or{ Dianne Otto From: gail williams [williams.gail040 @gmail.com] Sent: Thursday, July 28, 2011 1:32 PM To: Dianne Otto Subject: Re: swimming pool regulations Dianne, (?-1-1( ci:s4jt poof Thanks so much for the information. We apologize for offending anyone and probably should have rechecked the regulations but assumed they were the same as we had been told in August of 2009. The pool has been drained and will be moved from the front yard as soon as it dries out. Thank you. Gail Williams, 14 18th Street. On Thu, Jul 28, 2011 at 1:07 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: Ms. Williams, Attached is the swimming pool application which includes our local ordinance. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 1 Dianne Otto From: Dianne Otto Sent: Thursday, July 28, 2011 1:17 PM To: 'andy young' Subject: RE: Code Violations on 18th St. Thank you for reporting these two issues. 1. I spoke with the owner of the pool at 14 Eighteenth Street. It will be removed by the end of the day tomorrow. The owner knows to get a permit before using the swimming pool again. 2. I have emailed the contractor at 9 Eighteenth Street requesting immediate attention to the silt fence and that he call me when it is ready to reinspect. I will monitor these two sites for compliance. Again, thank you for letting us know about them. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: andy young jmailto :deeboonsanpedro@gmail.coml Sent: Thursday, July 28, 2011 7:39 AM To: Dianne Otto Subject: Code Violations on 18th St. Ms. Otto, I am concerned about 2 properties on 18th St. near my house. #1 is a porta -pool in the front yard of a rental. It is right on the street, unfenced and often unattended. This could be real trouble. #2 is right across the street on the lot that had the house fire. Seems as though the silt fence has not been installed properly as it is off the ground in places, and just missing in other places along the perimeter of the property. The storm drain at the corner of the lot is being exposed to much unnecessary soil runoff. Thanks, Deanne Boone cc: Mayor and Council 1 IL a.m. U1IUflllUtU1uIff -29 -1( City of Tybee Island — Community Development Department `7 -3( -(I BUILDING PERMIT Permit Numbei-: O'7I'2ff. r� _ Issued Date: 1 °1q 0 ( r 0 her Ave4 Job Nampo 4201%,s ype Wor J b Address: Filooccil Zeirlle (f applicable) To avoid penalty this placard must be posted and visible from the street unto?. compYetion of the project. TO SCHEDULE AN INSPECTuJN 2) 786 -4573, extension 114, by 4:00 pm the day be ore you need an inspection. George Reese From: EdenMail @gaupc.com Sent: Tuesday, July 19, 2011 12:12 PM To: George Reese Subject: TYB50 GAUPC 2011/07/19 #00002 07191- 214- 022 -000 NORMAL TYB50 00002 GAUPC 07/19/11 12:12:16 07191 - 214 - 022 -000 NORMAL Underground Notification Notice : 07191 -214- 022 Date: 07/19/11 Time: 12:11 Revision: 000 State : GA County: CHATHAM Place: TYBEE ISLAND Addr : From: 8 To: Name: FORT AVE Near : Name: VAN HORNE ST Subdivision: Locate: LOC THE AREA THAT IS WHITE FLAGGED AND WHITE LINED - THIS IS THE BUILDI : NG BEHIND THE WATER TOWER AND THIS IS IF FACING FROM FORT AVE Grids : 3201C8050A 3201C8051D Work type : INSTALL FENCE S4--o rate-- ,cogiarci_L Start date: 07/22/11 Time: 07:00 Hrs notc : 000 Legal day : 07/22/11 Time: 07:00 Good thru: 08/09/11 Restake by: 08/04/11 RespondBy : 07/21/11 Time: 23:59 Duration : 2 WEEKS Priority: 3 Done for : GA POWER Crew on Site: N White - lined: Y Blasting: N Boring: N Remarks : Company : SAVANNAH FENCE AND ENTRY SYSTEM Type: CONT Co addr : 226 PINE BARREN RD City : POOLER State : GA Zip: 31322 Caller : CHRIS DELOACH Phone : 912 - 234 -5188 Fax : Alt. Ph.: 912 - 234 -5188 Email : Contact : Submitted date: 07/19/11 Time: 12:11 Oper: 198 Mbrs : BSES CAS01 GAUPC GP517 TYB50 TYB51 1 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: 7 117 y'J NAME ADD • S-.V 1 V C....S GIP Q w r■,1 PIN # Owner AZ ?IZy ‘ 4 doh/1) - g& L 1 - -- 9/2- ✓ti- flfj� Architect or Engineer 3�g L Building Contractor 60) (1 t r) (Check all that apply) ❑ Repair ❑ Renovation ❑ Minor Addition ❑ Substantial Addition ❑ Other d_Residential Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial ❑ Footprint Changes I-1 Discovery Demolition Details of Project: Ei? D ✓ /il% .J/V �'c_i fVI Estimated Cost of Construction: $ '4"/‘74-' D, 47° o Constru tion Type (1) Woo (2) Woo (3) Brick Proposed us Remarks: Frame & Masonry eneer (Enter appropriate number) (4) Masonry (5) Steel & Masonry (6) Other (please specify) ATTACH A following # Unit Lot A 4 ea # 0'f- street parking spars T •es located & listed on te plan ccess: Y OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the ion based on the construction drawings and site plan: # Bedrooms # Bathrooms Living space (total sq. ft.) riveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: Z7,T411°y €0/) Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: ...�...� as a%.wl size Storm drainage been ri C 0 04ra cr0C ' 7 ,4Socvl Oease X41 —gam C °I29 Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http://www.epa.qov/lead/pubs/renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample pre- renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pamphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read bout ho to lead-safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. FYOU'RENOT EAD-SAFE CERTIFIED, ISTURBING `JUST SIX SQUARE FEET COULD COST YOU BIG TIM . Signatur Date Printed Name \f .. f tk k 3N /7 ' .NrD71 ©s \ t ay °.o stfrs/=viv' BOL2z ' . 1 i ;44 vie ; 10. -a' .22 ild, • /O,,�p,, Ea, l pc r OD/ 1%/'v,FA'' 'rat 1c/ //54an/41 Georgia Department of Natural Resources 2 Martin Luther King, Jr. Drive, S.E., Suite 1152 East Tower, Atlanta, Georgia 30334 -9000 Chris Clark, Commissioner Environmental Protection Division F. Allen Barnes, Director (404) 656 -4713 MEMORANDUM TO: NonPoint Source Group, Program Coordination Branch Staff, and Local Issuing A horiti ?s FROM: Jim Ussery, istant Director Environment Protection Division RE: Minor Land - Disturbing Activity Guidelines The attached minor land- disturbing guidance document, dated September 2009, has been developed by the Erosion Sedimentation Advisory Council (ESAC). The intent of this document is to clarify minor land - disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity. Please initiate implementation of these guidelines immediately for all applicable minor land- disturbing activities. Should there be any questions regarding this memorandum, please contact the appropriate EPD District Office or the Watershed Protection Branch's NonPoint Source Program at (404) 675 -6240. Attachment Cc: Jim Sommerville Linda MacGregor Larry Hedges Revised September 2009 MINOR LAND - DISTURBING ACTIVITIES As per O.C.G.A. 12 -7- 17(3), minor land- disturbing activities are exempt from the Georgia. Erosion and Sedimentation Act: "Such minor land - disturbing activities as home gardens and individual home landscaping, repairs, maintenance work, fences, and other related activities which result in minor soil erosion." The intent of this document is to clarify minor land- disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity, as follows: A. The following land- disturbing activities are examples of projects not specifically listed in O.C.G.A. 12 -7 -17(3) that would be considered minor land - disturbing activities and therefore, exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Elevated structures such as decks, gazebos, patios, walkways, viewing platforms and/or open picnic shelters, provided: a. No more than 100 square feet of footprint of the elevated structure extends into or over the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land- disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. The structure is built on posts, concrete blocks and /or similar supports; d. Permanent protective vegetative cover remains or protective measures (e.g., mulch, gravel) are installed within the footprint of the elevated structure to prevent post- construction soil erosion; e. A natural canopy is left in sufficient quantity to keep shade on the stream bed; and f. No concrete and /or asphalt slabs, pads or foundations constructed or placed as a part of the site preparation, construction or subsequent development. 2. A pervious ground level walkway approach to a dock and /or similar structure, provided: a. No more than 100 square feet of the constructed walkway extends into the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land- disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. No concrete and /or asphalt slabs, pads, supports or foundations constructed or placed as a part of the site preparation, construction or subsequent development; and d. All ground preparation and walkway material placement is completed with the use of hand -held equipment. 3. Restoration of buffer area after the removal of an existing structure, provided: 1 Revised September 2009 a. No more than 100 square feet of the structure footprint is in the buffer; and b. The buffer area must be replanted with native vegetation. 4. Maintenance or repair of existing structures, the failure of which would result in a threat to human health or State waters, such as sewer lines, water lines, dams, or gas lines. Total disturbance must be less than 100 square feet. 5. Placement of rock riprap within the buffer not to exceed 100 square feet on any one property, provided: a. The placement of the rip -rap does not result in soil disturbance outside the placement area; and b. No grading, cutting, filling or similar land - disturbing activities occurring as part of the site preparation, construction or subsequent development. B. The following land - disturbing activities are examples of projects that are NOT considered minor land- disturbing activities and therefore, NOT exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Any land- disturbing activity utilizing wheeled or tracked machinery and equipment resulting in soil erosion within the buffer; 2. Paving with poured or prefab concrete and /or asphalt; 3. Any project or combination of projects occurring within the same calendar year on the same property resulting in more than 100 square feet of any elevated structures and /or pervious ground level walkways within or extending into the buffer; 4. Construction of a barbeque pit on a concrete and /or asphalt slab or pad within the buffer; 5. Construction of a ground level patio within the buffer; 6. Construction of a swimming pool within the buffer; 7. Construction of a structural or decorative retaining wall within the buffer; 8. Construction of a new seawall with land- disturbing activities occurring within the buffer; and 9. Backfilling any new seawall construction within the buffer. in addition, O.C.G.A. 12- 7- 6(b)(15)(A) and O.C.G.A. 12- 7- 6(b)(16)(A) state that "No land disturbing activities shall be conducted within a buffer and a buffer shall remain in its natural, undisturbed, state of vegetation until all land - disturbing activities on the construction site are completed. Once final stabilization of the site is achieved, a buffer may be thinned or trimmed of vegetation as long as a protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed; provided, however, that any person constructing a single- family residence, when such residence is constructed by or under contract with the owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as long as protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed." Therefore, for Common Development construction projects covered under the NPDES General Permit for Storm Water Discharges Associated with Construction Activity (Permit), the exemption for minor land- disturbing activities (O..C.G.A. 12 -7- 17(3)) within the buffer for State waters would not be applicable for an individual lot(s) until such time as a Notice of Termination (NOT) for the Common Development had been submitted in accordance with the Permit. 2 Revised September 2009 For Stand Alone and Infrastructure construction projects covered under the Permit, the exemption for minor land- disturbing activities (O.C.G.A. 12- 7- 17(3)) would not be applicable for a construction project until such time as a NOT is submitted in accordance with the Permit. However, for Infrastructure construction projects only, the installation of mandatory fences within the buffer for State waters is allowed prior to submitting a Notice of Termination and is exempt from the applicable buffer requirements. Compliance with the Georgia Erosion and Sedimentation Act and NPDES General Permits for Storm Water Discharges Associated with Construction Activity does not relieve an individual of any obligation or responsibility for complying with the provisions of any other law or regulations of any Federal, local or additional State authority, nor does it obligate any of the aforementioned to permit this project if they do not concur with its concept of development and control (e.g., placement of rock riprap within the stream channel may require a permit from the United States Army Corps of Engineers). 3 Thanks, Diane Schleicher City Manager City of Tybee Island 403 Butler Ave PO Box 2749 Tybee Island, GA 31328 Phone: 912- 786 -4573 x109 Fax: 912- 786 -9465 mailto:dsch @cityoftybee.org http://www.cityoftybee.org/ IIFind us on Facebook Citizen Alert Notircation sin Up ► FOLLOW US ON From: Dianne Otto Sent: Thursday, August 18, 2011 8:49 PM To: Diane Schleicher Subject: 74 Solomon Ave. - deck & stairs - marsh buffer Diane, Gregory Bell (cell phone 398 -4174) of 74 Solomon Avenue has applied to remove an existing 2nd floor deck and stairs to the ground. He wants to replace them with a larger deck and stairs in a different location. I have visited the site but need help determining what is allowed in the 25 -foot marsh buffer. The existing deck/stairs are in very poor condition. Attached is Mr. Bell's application and a SAGIS map of the location. Also attached is a guidance document from DNR about what is considered to be minor land disturbing activity. Because Tybee is the Local Issuing Authority we make the determination of what is or is not considered minor land disturbing activity. I have included the construction drawings which Ray has not yet reviewed /stamped. 2 There are 3 surveys attached: existing, DNR marsh line, and proposed. None of these are valid surveys as they are not stamped /signed by a land surveyor. The DNR marsh line is a wood bulkhead. The site is mowed lawn then a thin wood bulkhead and then the marsh. There isn't any transition of vegetation between the grass and the marsh. Note on the existing survey that the 22.6 -foot distance from the structure to the property line is from the corner of the house, not from the corner of the existing deck. With the addition of the distance from the bulkhead /marsh line to the property line, all of the existing deck and stairs are in the 25 -foot marsh buffer. Mr. Bell said the yellow square on the existing survey is 8 -feet by 8 -feet (64 square feet). Based on that scale, the existing stairway is 3 -feet by 27 -feet (81 square feet). There is a little bump out from the stairs that scales at 3 -feet by 4 -feet (12 square feet). The total square footage of the existing deck/stair structure is estimated to be 157 square feet. Section A.l .a on page 1 of the Minor Land Disturbing Activities guidance document says if an elevated deck or walkway (stairs ?) of no more than 100 square feet extends into a buffer it would be considered a minor land disturbing activity. It the stairs are included then Mr. Bell exceeds the allowed 100 square feet. Section A.4 talks about "maintenance or repair of existing structures" but seems to only apply to sewer lines, water lines, etc. Do you read it that way too? Section B.3 says projects exceeding 100 square feet of any elevated structure in the buffer would not be considered a minor land disturbing activity. Can we permit Mr. Bell to replace the existing deck/stairs ? ?? It reads like he cannot but they are in disrepair and dangerous. Tybee does not have a marsh buffer ordinance so what is the variance process for work in a buffer? elc,4%,,z gec. S 1-g = le 4 Ss .5 . What he really wants to do is enlarge the deck and relocate the stairs. See the proposed survey. Originally he wanted an 8 -foot setback but modified it to 10 -feet when I spoke with him about the required side setback in zone R -1 -B. Enlarging the deck and relocating the stairs would all be in the buffer and would exceed the 100 square foot threshold. The proposed deck looks to be perhaps 12 -feet by 27 -feet or 324 square feet. I haven't calculated the stairs. ) a. X k5 3 I am very unsure on this. Downer may be able to help us. Let me know if you want me to ask him. I do not feel competent to explain whatever the determination may be to Mr. Bell. Thanks, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses, The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O Box 2749 Tybee Island, GA 31328 4 REVIEW FOR CODE COMPLIANCE Every effort has boon made to identify code violations, no oversight by the reviewer shall be construed as authority to violaie, cancel, alter or set aside any applicable codes or ordinances. The review and permit shouid not be construed as a warranty or guarantee* 11 ,A,r ---- ■ _. - - ' ^ .1. --- t ALL CON RUCTION MUST COMPLY WITH THE STD i I,. -614 AND THE IRC ONE AND TWO rT:AMILY D ELLING CODE 2EDITION 'AND STA* OF GEORGIA AMENDMENTS fr ' 'LL Sect. R-311.5 ANDRAILS & 11-312 GUARDRAILS Stairs more n 30" :e helgitt require 34"13r handrails. Porches, balccniaa, ramp & duke more than 30" above grale..- require 36" °manilla. Largest opening permitted is 4" 0/47 ire , Aprro 3iet f claws Must Reant,In or/ el3 Site at AI Tinos" .rs --alts121-700, Jo no-z, • (Ns I im vi 34. cmit-12-brik4c -Tv piA ft-) .ye 2 (2W 711,2_!Ve, S12V97 „ — M; ,Z — 5-4471,1 IX ,---- Wei? 1V.....7.97 Z.7 • dO0V--czt 9C`''1-00 tr)-ikiro, yr), (NI t't1J1A 9 7C4 il-vcr2 ain9-4. i4!"?.41 v,oee dO sde49 atn..7.1411.-4:j ()/7/4 0/ 5 •-• yrti/14".1 e i''' / / . ...-)•-• / ., d• / c',.. , i / _--,... i 5'), 4:--( i /046,,5-X ( ,rivx(4‘ REVIEW FOR COD'! COMPLIANCE Every effort has h; nn made to identify code violations, no oversight by the reviewer shall 1; : construed as authority to violate, cancel, alter or set aside any applicable coy <wts or ordinances. The review a d permit should rsot be construed as a warranty or guarantee. FivIewecl ALL CON TRUCTION MUTT COMPLY WITH THE SSTD 0 AND THE IRC ONE AND TWO FAMILY 'WELLING CODE -Zzine, EDITION AND ST E OF GEORGIA AMENDMENTS r 'i e) 444:- 4 Sect. R- 311.5.612NDRAILS & R-312 GUARDRAILS Stairs more than 30" In height require 34 "138" handrails. Porches, br +Icanies, ramp & decks more hen 30" above gre`. .; require 36" guardrails. Largest opening permitted Is 4" ;A 1 Approusd Set :,f pig Must Besnain on kWeb Site at All 'limos" C!7 Om ost. e.vr,--1-1 &we:xis Irm g..e.44,44.N c/a,' .A4-14r-44 k •cskyri liztr A 54,Li 0 MmTizana Eltra;)s rtequire eacI ric:;Mr C os 3 Z. 2 egt4-6--a edxRA - 7 ),(/ 1"` Peet - Root= N7-0/-rs z 7(4? - 4136.3-4 RO°04- cA ) 15/3 z I4A4 I r.k. t&) ITt4 wit to. Z.z " oF z.L'Ocfze_Art, Zakfr,;,‹ Printing: Layout Page Page 1 of 1 SAGIS74 Solomon Ave. Savannah Area Geographic Information System 6 ,, I ttisir 7 ti 1 2 �,kir,� 1:41 J �` 1i slS L y i • 'a ito, 55,', 4 Owner: BELL GREGORY L a CONNIE M PIN: 4 -0020 -05 -042 Property Address: 74 SOLOMON AVE TYBEE ISLAND Zoning: R -1 -B Flood Zone: AE Aldermanic Code: Unincorporated Chatham County 4 Commissioner Code: Patrick K. Farrell Phone: 912- 355 -6699 Zip Code: 31328 -0457 Neighborhood Code: 20270 Calculated Acreage: 0.15357839 Land Value: 266900 Building Value: 104800 Real - estate Value: 371700 Sale Price: 101483 Sale Month: 02 Sale Day: 01 Sale Year: 1990 Legal Description: LOT 12 MARSHWINDS SUB PH 2 Property Card: Click Here Powered by BmaryBus http://www.sagis.org/app/NET/print.aspx 7/28/2011 Chatham County Board of Assessors: 2011 Property Record Card 4- 0020 -05 -042 2011 Chatham County Board of Assessors Property Record Card Page 1 of 2 4- 0020 -05 -042 74 SOLOMON AVE TYBEE ISLAND CAMA ASMT 188,200 200 LAND 1 83,400 83,400 BLDG 1 21,400 1,400 OBX 8 293,000 293,000 Cost - MS APPRAISER gdwhiddo LAST INSP 06/18/2007 APPR ZONE 000008 LOT 12 MARSHWINDS SUB PH 2 BELL GREGORY L & CONNIE M PO BOX 457 TYBEE ISLAND GA 31328 -0457 SALES BOOK/ INS VI QU RSN PRICE PAGE 01 Feb 1990 GRANTOR: GRANTEE: 01 Sep 1988 GRANTOR: GRANTEE: I U UO 101,483 I Q QO 92,600 PERMITS TYPE DATE AMOUNT 030417 RF 13 Nov 2003 Comp 9,200 98 -00075 RN 20 Apr 1998 Issued 4,000 9500100 AD 25 Jan 1996 Comp 1,000 COMMENTS: [Click for larger picture] CODES PROPERTY 0006 RESIDENTIAL USE UTA 0004 Tybee Island NBHD 020270.00 T270 TYBEE SCREVEN EXEMPTIONS L1 S1 L9 L8 HISTORY LAND IMPR TOTAL 2011 188,200 104,800 293,000 Cama 2010 266,900 104,800 371,700 Cama 2009 267,000 204,000 471,000 Over 2008 267,000 204,000 471,000 Cama 2007 267,000 191,000 458,000 Cama 2006 262,500 136,000 398,500 Cama 2005 123,500 191,000 314,500 Cama 2004 140,500 166,500 307,000 Cama 2003 100,500 162,000 262,500 Cama 2002 68,000 162,000 230,000 Cama 2001 66,000 115,000 181,000 Cama 2000 52,000 105,500 157,500 Cama 1999 32,500 114,500 147,000 Cama 1998 32,500 112,500 145,000 Cama 1997 32,500 100,500 133,000 Cama 1996 19,000 67,760 86,760 Over 1995 19,000 67,760 86,760 Over 1994 19,000 67,760 86,760 Over 1993 19,000 67,760 86,760 Over 1992 19,000 67,760 86,760 Over EXTRA FEATURES ID# BLDG # SYSTEM DESC DIM 1 DIM 2 UNITS QL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP% RCNLD MKT VALUE 141874 86913 Gazebo Gd 5 5 25.00 G 29.00 725 1988 1988 2R 145 100 141875 86913 Gd Cpt Flat/Shed Rf 27 24 648.00 G 11.48 7,439 1988 1988 IR 5,728 5,700 141876 86913 KNEE WALL /GLS /SLAB 24 8 192.00 G 40.25 7,728 1988 1988 IR 5,951 6,000 141877 86913 Solid Wall /Slab GD 24 13 312.00 G 30.72 9,585 1988 1988 IR 7,380 7,400 141878 86913 WOOD DECK GD 8 8 64.00 G 20.88 1,336 1988 1988 2R 267 300 LEFT FRONT 141879 86913 2 "Decking /w post,pi 4 40 160.00 A 23.55 3,768 1988 1988 2R 754 800 141880 86913 2 "Decking /w post,pi 8 12 96.00 A 23.55 2,261 1988 1988 2R 452 500 141881 86913 Roof Ov Slab GD 8 4 32.00 G 22.78 729 1988 1988 IR 561 600 BACK LEFT LAND ID# USE DESC FRONT DEPTH UNITS / TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 111783 SINGLE FAMILY RES 0 0 6,689.00 -SF 42.00 R1B 188200 http: //boa. chathamcounty. org/DesktopModules/ ChathamCounty /BoardofAssessors /Propert... 7/28/2011 Chatham County Board of Assessors: 2011 Property Record Card 4- 0020 -05 -042 Page 2 of 2 2011 Chatham County Board of Assessors 4- 0020 -05 -042 Property Record Card BUILDING SECTION 86913 -1 CONSTRUCTION TYPE RCN 74 SOLOMON AVE TYBEE ISLAND B DEP TYPE PHYS ECON FUNC OBSV / % TOTAL DEP % RCNLD U.FACTOR MKT VAL Residential 128,9 P 1988 •88 MS 23.00 0.00 0.00 0.00 23.00 99,278 1.05 83,400 24' KRU M all Porch 192 4,Gd ▪ NN Por,h mirug Ana 312 13 ■ CI'l Carport 111 +1111 Now I h lop Arca 9'. 24' 2' [Click for larger picture] MB /NV. }74 SOLOMON AVENUE SECTION TYPE 1 - Main AREA 1444 TYPE 1 - Single- family Residence FRAME 1 - Stud Frame STYLE 5 - 1 1/2 Story Finished QUALITY 4.00 CONDITION 3.00 # UNITS 0 #OF BEDS /BATHS 3/2.00 COMPONENTS R1 108 Frame, Siding, Wood R2 214 Metal, Preformed R3 352 Heat Pump R4 402 Automatic Floor Cover Allowance R6 601 Plumbing Fixtures ( #) R6 602 Plumbing Rough -ins ( #) R6 622 Raised Subfloor (% or SF) R6 641 Single 1 -Story Fireplace ( #) R11 904 Slab Porch (SF) with Roof R11 904 Slab Porch (SF) with Roof Units % QUAL 100.00 100.00 100.00 9.00 1.00 100.00 1.00 192.00 64.00 http: //boa. chathamcounty.org/DesktopModules/ ChathamCounty /BoardofAssessors /Propert... 7/28/2011 1) Amphibian Air Coming soon f o Savannah Georcgia...Amphibian Air. 1 will be offering introductory flight lessons in an amphibian wieght shift controlled light sport aircraft. I am a FAA Certified Flight Instructor and I fly a Special Light Sport Aircraft. It is also known as a powered hang glider or f rike. See Savannah like no one else! I'll teach you the basics of 'trike" flying and during your flight you'll see some beautiful sights. Well fly "low and stow" and you'll leave with some real "hands -on" piloting time and memories you'll never forget. Flying in an open cockpit, the trike is the most exciting way to see the beautiful "Low Country ". We can fly over many historic landmarks, breath- taking island sceneries, and possibly even see some marine wildlife playing in the waves below. Check out amphibianair.com for Grand Opening date, rates, and more information. I expect to begin flights by July 1, 2011 and the website should launch in the next three weeks. I look forward to giving people a "bucket -list" fulfilling memory and maybe even create a desire to enter into the exciting field of aviation. I cater to thrill seekers and scardq-cats alike! Pilot Dave Myers (912)572 -8055 CITY OF TYBEE ISLAND CONTRACTOR REGISTRATION APPLICATION Date /'3`11 New Renewal License # Business Name p % / , BY DATE FEE Administrator Location 57.4 Lr-ii AJ1&r ? ii CAA Contractor Registration 20.00 Zoning Approval REQUIRED Mailing Address -� ) s 6:i 6 ,;..� G,J ) . 1 Phone y 7/(72._ 6 C / (/ (' Email Vc )W' �: r �r'R fly NAICS Cod ri�E� 7D/ � ,� Federal ID # Type (circle one): Sole Proprietor Partnership Corporation Other: Type of Contractor [General ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Other Has this business or anyone connected with this business been cited or charged with any violation of Georgia Law, Federal Law, Local Ordinance, or any Rule or Regulation of the State Revenue Commissioner or any Rule or Regulation of the City or County within the past 12 months? (circle one) YES or NO (If YES, list details) 1. Include a copy of your local business license. 2. Any business that requires state licensing must include a copy of state license. 4 7.-7 List person(s) authorized to request inspections: (- 4t - ✓-' / / /.2(:-TO I hereby make application to the City of Tybee Island for a Contractor - Registration. I certify that the above statements are true and correct. I understand that the processing feed of $20.00 is non-refundable. I further understand that the provision of false information on this application may result in the/evocation of this registration by the City of Tybee Islandli / Applicant Signature ,,^J ,/,,v.,,,,...,.„ ' /'`� --- ' Date %f3 7/ Printed Name -c.> ✓c rj ; r'° (I/r4A P.) / Received by "L.', 0,, Date 2 13-11 ROUTING APPROVAL BY DATE FEE Administrator REQUIRED Contractor Registration 20.00 Zoning Approval REQUIRED Reason for denial: '% -i + i( rw-el. 54VF — 51..1- .-n•, a ; I City of Tybee I; 403 Butler A V4 Attention: Contractor Registra Tybee Island, Georgia Telephone (912) 786 -4573 www.cityoftvbe D /Kaufman Construction Group LLC licensed & insured Douglas Kaufman General Contractor 3 Glen Eden Court Savannah, Georgia 31419 -2719 Cell #(912) 695 -1781 douglaskaufman @hotmail.com STATE OF GEORGIA BRIAN P. KEMP, Secretary of State State Licensing Board for Residential /General Contractor Residential Light Qualifying Agent LICENSE NO. RLQA001611 Douglas Elliot Kaufman 3 Glen Eden Court Savannah GA 31419 EXP DATE - 06/30/2012 Status: Active 40419-ta) Name and Address: REVENUE DEPARTMENT Business Tax Certificate Expires December 31, 2011 D/KAUFMAN CONSTRUCTION GROUP DOUGLAS KAUFMAN 3 GLEN EDEN COURT SAVANNAH, GA 31419 Location: 3 GLEN EDEN COURT Account Number: 22146 Tax Class: A NAICS Number: 236115 Classification: NEW SINGLE FAMILY HOUSING CONTRACTOR Affidavit Verifying Status for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50 -36 -1, I am stating the following with respect to my application of a City of Tybee Island: • Business License or Occupational Tax Certificate, • Alcohol License, • Taxi Permit, • Contract (circle all that apply) 3t, JUL 1 9 2011 • Other public benefit /7f /0:'/ '/1 AA) L /Iflivili ,,j 10)A1 `'''Rim (- `�C for / J4a J teliU f •4". 1. "/ (printed name of natural person applying on behalf of indivi ual, business, corporation, partnership, or other private entity). rte. i."'f 1) I am a United States citizen. OR 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non - immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code ection 16 -10770 of the Official Code of Georgia. SUBSCRIBED AND SWORN BEFORE ME ON THIS THE DAY OF , 20 Notary Public My Commission Expires: Signature of App}fcant Date Printed Name * Alien Registration Number for Non - citizens Note: D. C. G.A. § 50- 36- 1(e)(2) requires that aliens under the feder provide their alien registration number. Because legal permanent r permanent residents must also provide their alien registration numbe may supply another identifying number below: _1 (<157 10 is l)`e- 0,") ke2`o'k6 F <( y mended, legal number LAJ Dianne Otto From: DOUGLAS KAUFMAN [douglaskaufman @hotmail.com] Sent: Tuesday, July 19, 2011 5:55 PM To: Dianne Otto Subject: RE: contractor registration yes correct. thank you. Douglas Elliot Kaufman From: Dotto ©cityoftybee.org To: douglaskaufman©hotmail.com Date: Tue, 19 Jul 2011 12:57:40 -0400 Subject: RE: contractor registration Douglas, I received the missing page 2 today. I am assuming that you want me to hold all of this paperwork in case you need to register later this year because you are pulling building permit. You'll need to remind me then that I have filed it in the 2011 inactive file. Thanks, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Dianne Otto Sent: Thursday, July 14, 2011 12:15 PM To: 'DOUGLAS KAUFMAN' Subject: RE: contractor registration Douglas, I received your contractor registration paperwork yesterday. Page 2 is missing and is required. Attached is the form. In the meantime, yesterday the property owner hired a different state licensed contractor and a building permit for the roof at 1 Old Highway 80 was issued to him by Tybee at the owner's instruction. Do you still want to register as a contractor? Please let me know either way. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 From: DOUGLAS KAUFMAN [ mailto :douglaskaufman(ahotmail.coml Sent: Monday, July 11, 2011 9:37 PM To: Dianne Otto Subject: RE: contractor registration Thank you. Printed it out and mailing it back via snail mail. Please let me know when you receive it. Thank you again. Douglas Elliot Kaufman cell #912 - 695 -1781 From: Dotto©cityoftvbee.orq To: douglaskaufman@hotmail.com Date: Mon, 11 Jul 2011 11:29:53 -0400 Subject: contractor registration Please complete both pages and return with a copy of your local and your state licenses. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e -mail if you have received this e-mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ............................................................................................. ............................... This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 2 Dianne Otto From: john scott walker [jswtybee @att.net] Sent: Monday, June 13, 2011 1:39 PM To: Dianne Otto Subject: construction 1214 fifth ave consttruction 1214 fifth ave no permit i Name City of Tybee Island ^ / BUILDING AND ZONING 13 LY r P.O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 k0 -' (912) 786 -4573 - FAX (912) 786 -9539 APPLICATION FOR INFRASTRUCTURE ALTERATION PERMIT )t15 WO+ Nub (VCS �/ Q 2-0 d ss / ()J I ', Lac DP� mufti , St t tik m titkA U ` ,7, A 1iiETe1ephone lQ �- Sa I ( Other Phone L- -)p Li L - 6697' X I NOTE: Any alteration to City-owned streets, curbs, sidewalks, water lines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City. and an acknowledgement by the individual seeking to accomplish the altera - 671 /ij a. The City's infrastructure will not be degraded in any way. St,014.4 ""' /14 s. 4r5 b. All necessary safety precautions will be undertaken. d r� Go(vi i her �' e c. The City will inspect the work in process and upon completion. need av ease er`^ -- d. The work will be accomplished to the City's satisfaction. -}- -�', Ue p retv.z� e. The City shall be held harmless of any liability or damage of any vat ' ��4 j b f. The individual has read applicable portions of the City's Code of Ori e L y �S with the alteration, and agrees to fully comply with such provisions. Location of work: C ;rnnof (c \jto kitym_ k- CA4 -64 (d. kr Description of alteration: .v1\58r0-91 (Nevi ,( c Cut.kt\t S U ffcxk ex:�b�;'"� Wti eSS _eawonn,v4),tcc4), \s €c/u.+pr u'- Estimated cost of construction: $ A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above describe 7 Signature alterati accordance these provisions. Approvals: Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage City Manager Date Lj f o�S/�� Signature Date Fees Permit Inspection Engineering Review TOTAL STREET MAP eal5' Solomon Avg 'E US Highway 80- 4 U9e Oak In - i Laurel Ave 2 0.. • AI:RI:AL VII: V4 801 Fort Ave Fiber Optic Utility Project Verizon Site : Tybee Island (Alltel) Verizon Site #: 1218 PRO.II':CT NARRATIV'I: This project proposes to install new fiber optic cable to support existing wireless telecommunications equipment. PROJII(T LO(,ATION LATITUDE: 32.0232 LONGITUDE: — 80.8496 SHEET C -1 C-2 C -3 C -4 C -5 PI \N INI)I'.\ TITLE TITLE SHEET CONSTRUCTION SPECIFICATIONS & DETAILS SITE LOCATION MAP SITE PLAN SITE PHOTOGRAPHS RELEASE DATE 4 -17 -11 4 -17 -11 4 -17 -11 4 -17 -11 4 -17 -11 (iI.NI-R:AL PLAN NOTES REVISION DATE TOWER OWNER: JURISDICTION: POWER COMPANY: GATE COMBO: ACCESS NOTES: SITE CONTACT: COMCAST JOB #: 3280071 SPECIAL INSTRUCTIONS: City of Tybee Island City of Tybee Island GA —Power 0520 ALLTEL GENERIC MI NOTES 1. Pact bandana, easements, und lease areas sham on this plat ere based on awlabk G6 and other boundary infamallon. They do not represent boundaries based on a bomday survey. 2 Dimensions sham in this plan are based an idanatan provided M others eNh includes scaled lengths and trailed field meo Jrrents. Existing improvements lam not been field batted by measurements taken by a registered lad serseyor. SITI: TOW! R O\VNI R \PPRO\: \I SITE/TOWER OWNER REPRESENTATNE SIGNATURE SITE/TOWER OWNER REPRESENTATIVE PRINTED NAME DATE 8 10 12 iF1• 14 801 Fort Ave Fiber Optic Utility Project Veinal Site: Tybee Island (Mel) Verizon Site #:1218 Plan Date: April 17th, 2011 TITLE SHEET Comcast 600 GALLERIA PKWY. ATLANTA, GA 30339 (800) 266 -2278 verIy p wireless 10300 Old Alabama Connector Road Alpharetta, GA 30022 Plans Prepared For. C iGroup, Inc. 1101 N. Lake Destiny Road, Suite 130 Maitland, FL 32751 Office: (407) 644-0097 FAX (407) 644.0090 Hordenet Civil Engineering & Land Surveying, LLC 8902 Alibeck CI. Indpls., IN 46256 Office: 536-6181 sbordenet@civil- ls.com REVISION BLOCK I^ 0 Project Number: 2011 -087 / 1218 Sheet No.: C -1 A 0 D 0 s ■• GENERAL CONSTRUCTION 1. TIE CONTRACTOR SHALL FEED VERIFY PE DISK CONOIiRNS NC PIAN DIEN90NS, AND SEMI IIIYETMTELY 9. NOTIFY CONSTRUCTION MNWER MA QUEER OF ANY D6CREPAFOES. 2. THE CONTRACTOR OWL PROVE RUMOR, MATERIALS, TOOTS, EOUFIEM, TRM6PORIATKIN AAA POW SERVICES NECESSARi FOR AND NODE WL TO WNHf1111 W ALL WORK AS INDICATED ON THE DRAWS 10. AND /OR AS SPECNED HEREN. 1. 11E IIRAMNGS ARE OK 2WMITC AND INDICATE THE GEFERM ARRANGEMENT OF SYSTEMS MID EOUPIEN AMISS OTTERWSE INOCATD BY CROWN OR MRS. EXACT EIWJFHENT LOCATIONS SFWL BE 00010 ED BY ACT AL FIELD COMMONS MO/OR INSTRUCTIONS OF THE [100 T MID /OR OIWER5' REPRESDNTATNE 4. DE CORWCTOR SHALL OBTARI, PAY FOR AND DINER ATI REQUIRED PEMTS, CERTIFICATES OF INSPECTION, INCAICING MIRY CONTEMN FEES ETC., REQUIRED B DE 0THDRTES HIM JURSDICRON. DRIVER CERTIFICATES TO THE OWNER PRIOR TO EMAL ACCEPTANCE OF THE WORM. 5. TIE CONTRACTOR WI RENCK ALL WASTE, DEBR6 MC TRASH FROM STE AN) DISPOSE OF N A LEGAL DINNER ON A DAILY BASS. 6. TIE CONTRACTOR SHE INSTAL AIL EQUIPMENT MA MAT IUK5 N ACCORO4AE WIN THE M NUFACTURE% RECOMRNDAIDNS AMISS SPECNGKLY INDICATED O1FERNISE N TIE COMET DOCUMENTS OR WERE LOCAL CODES OR 0G0AIIONS TAKE PRECEDENCE. 1. ML WORK PERFORMED MO MATEPoALS NSTAllID Ski BE N STRICT ACCORDANCE WITH All APPNCADIE CODES, REGULATIONS AND OM/ICES. THE CONTRACTOR SEMI CANE All *01005 TO COMPLY WITH All LAYS, MINCES, RULES, REGULAIOHS MID ARIL ORDERS OF ANY PUBIC N11110RTES5 HAM JURISDICTION DEB 11E PERFORMANCE OF THE WOK MECWMGL MID ELECTRICAL MIDAS SHILL BE I051010D IN ACCORDANCE WTH All APPIIG+EE MUNICIPAL AVID UMW COMPANY SPECIFICATIONS AS DELL AS LOCAL AND STATE COBS, ORDNMCES MID IPPUGBE REGULATDNS 8. TIE COIIRICIOR SHAL1 SUPEHISE AND DIRECT BE WORK USING THE BST SKUS RD NIENIEN. THE COORACTM SHALL BE SMELT RESMNSEIE FOR ALL Of TIE CONSTRUCTION MEWS, CADS, TECHNIQUES, SWIMS AND PROCEDURES AND FOR COORDINATING AIL PORTERS OF THE WOE( UNDER TIE CONTRACT INCLUDING CONTACT AND COORDINATION WON THE PROJECT CONGER MA THE OWTERS REPRESENTATIVE. 11. SPECIFICATIONS THE CONTRACTOR SHALL RAKE NECESSARY PROA9016 TO PROTECT EXISPC IMPROVEMENTS, PAVNG, CURBS, CALMED SURFACES, ETC, MC UPON COMRE11011 OF WON(, REPAIR MO' MACE THAT OCCURRED MING CONSTRUCTION TO THE SULFACTON OF 11E PROJECT 110010R. THE WNTWCTOR SHALL IERP RE GENERA. AREA OPAN AC HAMM FREE, OWPOSE OF M. MT, OEBBS, MC RUBBISH AAC ROW ECIPEENT NOT SPEND AS REAMING ON TEE PROPERTY. LEAK PREMISES N CLEAN CON DON AAA FREE FROM ANY PINT SPOTS, MST, OR SMUDGES OF ANY 141111E. ME CONTRACTOR WM CONTACT LOCATE DOSING ROES A WARN 12 HOURS PRIOR 10 CONSIRUCIICN. 12. AL WORK IN OR PAX PU81C RISR-OF -WAY OWL BE PERFORMED ACCCIAR TO 1W FOLLOW THE SMETf OF THE HOMERS AAA THE PUKE Mt OE CONSAEREO Of TIE UTMOST IMPORTANCE WANING DEUCES, GUIR➢S, HASHERS, FLAGS MD 000000 SHE BE USED AS REOUED TO PROVIDE ADEQUATE PROTECTION TO BMW TRAFFIC, TIE PUBIC MA *OWE1. STATE LAWS COY MM COUNTY ORONWCES HELATNE TO WORKNG HOURS, TRAFFIC CONTROL WOK SW, COLOR OF ENS H FLASHERS, 0101015, RADREH, ETC, SIWL BE COWED MATH WHEN WORKING ON OR NEAR ANY PUBIC RIGH14 -WAY. All DEICE MST BE M PLACE PRIOR 10 THE SEAM O ORETRUCTON AAA SHWL B MAININED BY 111 CONSTRUCTION CONTRACTOR DUFNG COHSIMICIDN. AL WOW SW11 BE KENO II ACCORDANCE *011 05111 REGULATIONS. PARIICUIIR EAN115R HIS BEEN PIKED ON Of REQUHOONT TO MORE DR SLOPE ML EXCAVATIONS GREATER THIN FOOD (4) FEET DEEP. 14. MY AND ALL DM ASE TO ASPHALT, CONCRETE PAVEMENT, DRS, CURES, SIDEWALKS, PAVES, DRNNIGE NICKS, MINIM SHRUBS, TREES, GRASS SOD, ETC, SRWL EC OE SDE RESPONSIBLE( OD BE CONSTRUCTION CONTRACTOR 1W SRC BE MEDNIELY RESTORED TO DE ORDINAL OR BETTER COORN AT THE EXPENSE OF THE CONSTRUCIBM CONTRACTOR. 13. 15. THE CONSTRUCTION CONTACTOR SHWL NOT START ANY WORK Mk AN APPROVID PENT 0R MITTEN APPROVAL FROM 11E PROPERTY LINER 6 IN H6 GF MR POSSESSION ANAL GRADE WARNING TAPE " NOTE: TOP 1' -6 SHALL BE FREE OF DEBRIS AND COMPACTED CONDUIT MULTIPLE CONDUITS MAY BE PLACED IN THE SAME TRENCH TYPICAL TRENCH DETAIL FINAL GRADE CONDUIT (MULTIPLE CONDUITS MAY BE PLACED WITH SAME PULL) TYPICAL BORING DETAIL FINISHED GRADE DUAZNNE 24 "x36" HAND HOLE AND UD 3" PEA GRAVEL CONDUIT TYPICAL HAND HOLE DETAIL EXIST. GRADE COIL INNERDUCT PLACE 3 "x 8' -0" GALV. STEEL U -GUARD WITH 30 LFT. OF 1.25" INNERDUCT PROPOSED CONDUIT TYPICAL RISER DETAIL U -GUARD TO EXTEND A MIN. OF 6" BELOW GRADE PROPOSED CONDUITS SHALL ENTER SIDE OF ENCLOSURE WITH LB FITTING IF BOTTOM ENTRY IS NOT AVAILABLE PROPOSED CONDUITS SHALL ENTER BOTTOM OF ENCLOSURE IF POSSIBLE NOTES: EQUIPMENT ENCLOSURE 1. TELCO CONDUITS AND FITTINGS SHALL NOT RUN THROUGH THE POWER SIDE OF ANY PPC. 2. POWER CONDUITS AND FITTINGS SHALL NOT RUN THROUGH THE TELCO SIDE OF ANY PPC. CONDUIT ENTRY INTO ENCLOSURES SEAL DEMOB WITH HYDRAULIC CEMENT PILL BOX THREADED FIRING ON CONDUIT WITH LOCK NUT EMT CONDUIT COMPRESSION FTTROJ NON EMT COLOUR ($O BM111E5911114BTE FFINC !FEND F DES Caw S EYI) SEAL INTERIOR WITH FIRE STOP PUTTY _ —DET COMM - COMPRESSOR FIRING CORE WALL }" LARGER 1NN1 PENEIRAING CONDUIT. INSERT SAME S ZE EMT SLEEVE WITH 2 PART EPDXY. ,,SHELTER WALL /FOUNDATION WALL PENETRATION DETAIL CABINET CONNECTION BY 2 HOLE COMPRESSION OR EXOTHERMIC WELDED LUG EXISTING SITE GROUND RING j2 COPPER/TINNED SOUD GROUND WIRE CADWELD (TYPE PT MOLD) CABINET GROUNDING DETAIL 3 -1/2" 0 STD. PIPE FINISHED GRADE 0 U N CONC. EMBEDMENT 12" POST EMBEDMENT O 12" 1 -1/2" 3 -1/2" 0 STD. PIPE }" HILTI rHY150 ANCHOR PL 12"X12 "x }" CD POST CONNECTION TO CONCRETE 801 Fort Ave Fiber Optic Ugly Project Verizon Site : Tybee Nand (Abel) Verizon Site ii: 1218 � GTS T ER Q * NO. 035880 O PROFESSIONAL 1% \NGIN EEck * Plan Date: April 17th, 2011 SPECIFICATIONS & DETAILS comcast 600 GALLERIA PKWY. ATLANTA, GA 30339 (800) 266.2278 verizQpwireless 10300 Old Alabama Connector Road Alpharetta, GA 30022 Plans Prepared For: 1Group, Inc. 1101 N. Lake Destiny Road, Suite 130 Mailtland, FL 32751 Office: (407) 644-0097 FAX: (407)644-0090 Bordenet Civil Engineering & Land Surveying, LLC 8902 Alibeck CL Tndpls., IN 46256 Office: 536-6181 sbordenet®civil- Is.com REVISION BLOCK Rev. No. Description Dote Project Number: 2011 -087 / 1218 Sheet No.: C-2 / • i 7 9� \ , / A` \ \.- \ PROPERTY LINE \\71, V A \ \ -CC\‘ \ WATER TOWER V' , (5, V \ 135 / U -FOC / / 72' t, �\ w \ / \ NEW HAND HOLE v / \ (MEET POIN )--------✓k?' \ \ \v /! pFz, / 572'! 13 801 Fort Ave Fiber Optic Utility Project Verizon Site :1ibee bland (Mel) Verizon Site #:1218 Plan Date: April 17th, 2011 SITE LOCATION MAP comcast 600 GALLERIA PKWY. ATLANTA, GA 30339 (800) 266-2278 veriZ nwireless 10300 Old Alabama Connector Road Alpharetta, GA 30022 Plans Prepared For: Group, Inc. 1101 N. Lake Destiny Road, Suite 130 Maifand, FL 32751 Office: (407)644.0097 FAX: (407) 644.0090 Bordenet Civil Engineering & Land Surveying, LW 8902 Alibeck Ct. lndpls., IN 46256 Office: 536 -6181 abordenet@civil- 1s.com REVISION BLOCK Rev. No. Description Project Number: 2011 -087 / 1218 Sheet No.: C-3 15 6 17 Site Construction I_Cecnd DESCRIPTION NEW HAND HOLE AT R /W. (SEE SHEET C -3 AND AERIAL BELOW) INSTALL 135' LFT. (t) 2' DIA. CONDUIT FROM HAND HOLE AT R/W TO 3M BOX. SEE PICTURES SHEET C -5. CONDUIT OUTSIDE OF COMPOUND MAY BE SCH. 40 OR SDR -11 HDPE CONDUIT. ALL CONDUIT INSIDE COMPOUND MUST BE SCH. 40 PVC. ALL CONDUIT FITTINGS SHALL BE LONG SWEEP TYPE SCH. 40 FITTINGS. MOUNT 3M BOX (TYPE 3R NEMA) ON BUILDING WALL. SEE PICTURE SHEET C -5. CONNECT 3M SERVICE BOX TO VERIZON EQUIPMENT SHELTER WITH NEW WALL CORE AND SERVICE CONDUIT. SEE PICTURE SHEET C -5. SET COMCAST EQUIPMENT IN EXISTING EQUIPMENT RACK. SEE PICTURE SHEET C -5. ROUTE FIBER OPTIC CABLE THROUGH SHELTER SECURING TO WALLS MID CABLE RACKS AS APPROPRIATE. ALL CONSTRUCTION SHALL COMPLY WITH THE STP.ICIER STANDARD OF LOCAL STANDARDS OR COMCAST 'CONSTRUCTION STANDARDS FOR CARRIER BACKKAUL CELL SUES" --•■••I1(-03—z GRAPHIC SCALE 0 5 10 15 20 I inch = 10 ft. CONDUIT TRANSITION /+ TO SCH. 40 PVC /+� */ I 40 /+ /+ GRAVEL SHELTER STAIRS 801 Fort Ave Fiber Optic Utility Project Verizon Site : Tybee bland (Alltel) Verizon Site #:1218 Plan Date: April 17th, 2011 SITE PLAN 600 GALLERIA PKWY. ATLANTA, GA 30339 (800) 266-2278 'Ye rim('wireless 10300 Old Alabama Connector Road Alpharetta, GA 30022 Plans Prepared For: NEW HAND HOLE (MEET POINT( (Group, Inc. 1101 N. Lake Destiny Road, Suite 130 MaiPoand, FL 32751 Office: (407) 644.0097 FAX: (407) 6440090 ■ 9 \+ \+ \+ \+ \+ WATER TOWER \ (ABOVE) \+ Rev. No. Bordenet Civil Engineering & Lend Surveying, LLC 8402 Ahbeck Ct. Indpls., IN 46256 Office: 536-6181 sbordenet@oivil-ls.com REVISION BLOCK Desaiption Project Number: 2011 -087 / 1218 Sheet No.: C -4 ® 13 a 15 17 Date LOCATION OF 3M BOX ROUTE THROUGH COMPOUND NEW HAND HOLE LOCATION OF EQUIPMENT BUILDING PENETRATION ITEM Image I_c!2,cncl DESCRIPTION 1 LOCATION OF 3M BOX 2 ROUTE THROUGH COMPOUND 3 NEW HAND HOLE AT R/W (MEET POINT) 4 LOCATION OF EQUIPMENT 5 BUILDING PENETRATION 801 Fort Ave Fiber Optic Utility Project Verizon Site : Tybee Island (Mel) Verizon Site #: 1218 Q�G \5 TE,t NO. 035880 PROFESSIONAL F4'G INW. Plan Date: April 17th, 2011 SITE PI IOTOGRAPI IS comcast 600 GALLERIA PKWY. ATLANTA, GA 30339 (800) 266-2278 verinp wireless 10300 Old Alabama Connector Road Alpharetta, GA 30022 Plans Prepared For: Group, Inc. 1101 N. Lake Destiny Road, Suite 130 Maitland, FL 32751 Office: (407) 644-0097 FAX: (407) 644-0090 Botdenet Civil Engineering & Land Surveying, LLC 8902 Alibeck Ct. Indpls., IN 46256 Office: 536-6181 sboedenet@civil- ls.com REVISION BLOCK Rev. No. Description Date Project Number: 2011 -087 / 1218 Sheet No.: C -5 11 t2 13 to 15 Dianne Otto From: Kristyna Adams [ kristyna.adams @vcigroupinc.com] Sent: Wednesday, May 25, 2011 2:32 PM To: Dianne Otto Subject: 1218 - Tybee Island [ALLTEL] - Request for NTP approval Attachments: 1218 - Tybee Island - app.pdf; 1218 - Tybee Island CD REVO.pdf Good Afternoon Dianne, Please see the attached construction drawings and application for infrastructure alteration permit for your review. Because this site is owned by the City of Tybee Island, we are requesting approval to proceed with our project from the city. Please let me know if this is the correct approach to gain approval. If you have questions or need additional information to assist with this request please let me know. Thank you in advance! Kristyna Adams I Real Estate Division VCI Group, Inc. I Office 407.644.0097 x116 I Cell 407.668.52111 Fax 407.644.0090 From: Dianne Otto f mailto:Dotto(a>cityoftybee.orgl Sent: Thursday, April 21, 2011 2:13 PM To: Katherine Jones Cc: Kristyna Adams Subject: RE: 1218 - Tybee Island [ALLTEL] - Request for approval Katherine, Jonathan Lynn is no longer with the City of Tybee Island. Please submit your construction drawings along with a completed Infrastructure Permit application which is attached. After approval the permit can be issued and fees will be calculated based on the estimated cost of construction (materials and labor). Please let me know if you have any questions. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Katherine Jones [ mailto: katherinejones©vcigroupinc.com] Sent: Thursday, April 21, 2011 12:02 PM To: Jonathan Lynn Cc: Kristyna Adams; Katherine Jones Subject: 1218 - Tybee Island [ALLTEL] - Request for approval Good Afternoon Mr. Lynn, I previously contacted you about the permitting requirements for the Verizon backhaul project to update the existing telephone utilities located at the Corner of Van Horne & Old Fort Rd 801 Fort Ave. Please see the attached construction drawings for your review and approval. Please let me know if you have questions or need additional information. Thanks, Katherine Jones I Corporate Support Mgr. I VCI Group, Inc. 407.644.0097 ext. 113 1 276.780.2106 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e-mail if you have received this e -mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 2 ACCESS AGREEMENT THIS ACCESS AGREEMENT (the "Agreement") is made and entered into this day of 20 ti by and between Comcast Cable Communications Management, LLC, a Delaware limited liabiil y co Pang, on behalf of its affiliates (together, Comcast "), and City of Tybee Island_(the "Owner "), which owns the I d and the improvements thereon (together, the "Property") having a street address of Corner of Van Home & Old Fort Rd. 801 Fort Ave, Tybee Island, GA 31328; 1. Grant. Owner hereby grants to Comcast a non - exclusive license to install, construct, replace, maintain, repair, operate, and remove, at Comcast's sole option and expense, certain wires, cables, conduit, Iock- boxes, building entrance facilities, and other appurtenant fixtures and equipment (the "Facilities "), over, under, across and along Owner's Property in accordance with the fiber optic utility plan attached hereto in a manner generally consistent with such plan in locations generally located as indicated in connection with such plan, as may be necessary or useful for distributing Comcast's communications services to tenants and other occupants of the Owner's Property. Owner shall provide Comcast access to the Property at all times, upon reasonable notice to Owner where practicable, twenty four (24) hours per day, seven (7) days per week, and 365/366 days per year for the foregoing purposes. 2. Construction. Prior to the commencement of Comcast's initial installation of the Facilities at the Property, Comcast shall prepare and deliver to Owner plans and specifications (the "Plans ") of the Facilities. No work shall commence until Owner has approved the Plans, which approval will not be unreasonably withheld, conditioned, or delayed. Upon approval of the Plans, such construction shall be performed in a manner consistent with generally accepted construction standards. Owner hereby approves the Plans attached hereto as Exhibit A. 3. Comcast Obiioaiions. Comcast shall comply with all applicable law. Comcast shall keep the Facilities in good order and repair, and shall promptly repair all damage to the building caused by Comcast, other than ordinary wear and tear. The Facilities shall belong to Comcast, shall be there at the sole risk of Comcast and Owner shall not be liable for damage thereto or loss thereof, except in the event of Owner's gross negligence or willful misconduct. Comcast shall be responsible for, and shall also indemnify, hold harmless and defend Owner against, the satisfaction or payment of any liens for any provider of work, labor, material or services claiming by, through or under Comcast. Upon. Owner's request, Comcast shall provide a certificate of insurance to Owner, naming Owner as an additional insured. 4. Term. This Agreement shall have an initial term of ten (10) years (the "Initial Term"), commencing on the date set forth above. This Agreement shall automatically renew for two (2) successive periods of five (5) years each (the "Renewal Terms "), unless Comcast shall provide the Owner with at least ninety (90) days notice of its intention not to renew at the end of the then - current term. 5. Indemnification. Comcast shall indemnify, hold harmless and defend Owner from and against any and all ciaims, actions, damages, liabilities and expenses, including reasonable attorneys' fees, arising from or out of the installation, operation, maintenance, or removal by Comcast of the Facilities, except to the extent caused by the gross negligence or willful misconduct of Owner, its employees, agents, contractors, or invitees. 6. Limitation of Liability. NEITHER PARTY SHALL BE LIABLE TO THE OTHER PARTY FOR ANY LOST PROFITS, SPECIAL, INCIDENTAL, PUNITIVE, EXEMPLARY OR CONSEQUENTIAL DAMAGES. 7. Notices. All notices under this Agreement shall be in writing and be given by certified mail, return receipt requested, or nationally recognized overnight courier service, to the address set forth below or as may subsequently in writing be requested. 1 If to Owner: City of Tybee Island PO Box 2749 Tybee Island, GA 31328 If to Comeast: Comeast Cable Communications Management, LLC Comcast Cable Communications Management, LLC 600 Gallerie Parkway Atlanta, GA 30339 With a copy to: Comcast Cable Communications, LLC One Comcast Center I701 John F. Kennedy Boulevard Philadelphia, PA 19103 Attn.: General Counsel 8. Miscellaneous. This Agreement shall be binding on and inure to the benefit of the parties and their respective successors and, assigns. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives as of the date first written above. City of Tybee Island Comcast Cable Communications Management, LLC By: By: Name: Name: Title: l,.t -.t Title: -0 �w� t,7?'-'12--&-ef 2 ao,(4 ELEVENTH STREET lo)s A9 PHA- 1 1 /2" RBF L„ JUN 232011 BY: 33C -s.9 d. NtA r11.3Q�� CONC. DRIVE 0 L co N LOT 64 —B WOODEN FENCE — 1 /2 ",RBFN 18 °21 "60.38' CD▪ � C‘2 Co I CONC RIVE 11.7' 1" IPF BLDG CONC. 1 STORY BLOCK RESIDENCE LOT 64 —A N N r" IPF S 18 °30'00 "W 59.90' N N N C] LOT 63 —A 0 5.2' :.1 " IPF SECOND AVENUE 60' R/W S 18'31'58 "W 59.98' 0 PLAT OF LOT 64 —A, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1015 SECOND AVENUE d 6990- L0.8-70'v pogS ue!JB d60:1.0 - 9Z unr Jun 28 11 01:10p Brian Short FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. 404-847 -0669 p.1 O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME BRIAN J. SHORT & PATRICIA MARTIN SHORT BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg . No.) OR P.O. ROUTE AND BOX NO. 1015 SECOND AVENUE For Insurance Company Use: Policy Number Company NAIC Number CITY TYBEE ISLAND, STATE GA ZIP CODE 31328 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description. etc.) LOT 64-A, WARD 3, TYBEE ISLAND BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RES LATITUDE/LONGITUDE (OPTIONAL) ( Aa#° - #€I' - ##.#11?' or ##.#####°) HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER TYKE ISLAND 135164 82. COUNTY NAME CHATHAM B3. STATE GA 84. MAP AND PANEL NUMBER - 135164 0002 85. SUFFIX C 86. FIRM INDEX DATE 6/17186 87. FIRM PANEL EFFECTIVE/REVISED DATE 6/17/86 B8, FLOOD ZONES) A8 B9. BASE FLOOD ELEVATION(S) (ZoneAO, use depth of flooding) 12 810. Indicate the source of the Base Flood Eevation (BFE) data cr base flood depth entered in B9, ❑ FIS Profile ® FIRM ❑ Community Determined - j] Other (Describe): 511. Indicate the elevation datum used for the BFE in B9: El NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building boated in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Buildng Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Bulking D;agram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch cr photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, ARJA1 -A30, AR/AH, AR (AO Complete Items C3. -aa below according to the building diagram specified in Item 02. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G. as appropriate, to document the datum conversion. Datum NGVD 29 CorversiorVComments Elevation reference mark used Coes the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 8. 2 ft.(m) d o b) Top of next higher floor NA . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . ft,(m) o o d) Attached garage (top of slab) NA. it.(m) E E o e) Lowest elevation of machinery and/or equipment t servicing the binding (Describe in a Comments area) 10.6 iL(m) E o 1) Lowest adjacent (finished) grade (LAG) 7.9 ft.(m) z o g) Highest adjacent (finished) grade (HAG) B. 2 ft:(m) o h) No. of permanent openings (flood vents) within 1 ft. above adacent grade 0 o Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and Con this certificate represents my best efforts to interpret the data available. t understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME J. Whitley Reynolds LJCENSE NUMBER 2249 TITLE Land Surveyor COMPANY NAME 636 STEPH ADDRESS Y GAATE 31405 ZIP CODE 636 STE ON.' V E, • TE C �f / SAVANNAH GA 31405 SIGNA / / DATE TELEPHONE 10113/04 912-352-0464 FEMA Fors 81 -31, January 2003 See reverse side for continuation. - Replaces all previous editions c- Project Management - (View) nom File Edit Options Functions Help gil,,,;,1,k910E-ta Project if 020366 P Re Et Project ft Description SIDEWALK, DRIVEWAY ANDRAISE SL Property 1013 SECOND AVE I j2 la Issued to HOSTI C a IGeneral . — Project I Segments I Financial Mailing Address 1 Property Info Information 1 Comments I History] Footprint 1 Conditions ] Description I - 7 Project Details , , • Attention 'Open i II Address , 1013 SECOND AVENUE TYBEE ISLAND, GA 31328- Applied Date Issued Date 8/26/2002 4,1. 4, 8/26/2002 II LI Expires Date J 2/26/2003- klt, General Contractor Completion Date C i,,,,„:„:„ OWNER 'OWNER Balance 25.00 Pending Activity 0.00 Securities 0.00 n Project Type ACCBLDG ' ACCESSORY BUILDING Dwelling Type I Private v- Square Footage Units • • 1--, Edit This Record Clear I- I View I dotto )4e.c.,c4 5-L) 62 -A 13 9' LOT 62 -B N 18 °36'20 "E 60.12' LOT 63 -A N 18 °38'09 "E 59.96' CMF cci N co I 0 N z CMF N LOT 2 STORY HOUSE PORCH v 0 a 13.9' CMF N N S 71 °03'38 "E CMF LOT 61 -A 300' SECOND AVENUE 60' R/W TENTH STREET PLAT OF LOT 62-A, WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1011 SECOND AVENUE FOR: MARION D. BELL & LAURIE DOWE BELL ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 11. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -046 FAX: 912 - 352 -7787 EQUIPMENT: TOPCON AP -L1A ERROR OF CLOSURE: LINEAR: 1/- ANG: - " /ANGLE BALANCED BY: - P 1/34,200 0 20 I I I SCALE: 1" = 20' DATE: MARCH 22, 2010 SURVEY id DATE: MARCH 24, 2010 PLAT FILE NO. 10 -16 e MF LOT 61 —B N 18 °23'35 "E CMF LOT 62 —A N 18 °22'51'E 60.02'' Co co cci N 71 °12'04 "W w z O CMF 59.93' 1.6' 4IL ►� ► �. TUB WOOD. BLDG. CMF 13 Q 10.7' LOT 61 -A 2 STORY BRICK & FRAME HOUSE co. CV co d STONE PORCH 12.9' N 0 C" S 18 °30'00 "W 59.83' 2.5' orn w t- o w z W LOT 60 —A o LC) k U] SECOND AVENUE 60' R/W 240' PLAT OF LOT 61 -A WARD NO. 3, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 1009 SECOND AVENUE FOR: ROBERT MORRIS ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS LOT IS WITHIN FLOOD ZONE AE, BFE 11. J. WHITLEY REYNOLDS LAND SURVEYOR 636 STEPHENSON AVENUE SUITE C SAVANNAH, GEORGIA 31405 TELEPHONE: 912- 352 -0464 FAX: 912- 352 -7787 EQUIPMENT: TOP CON AP —L1A ERROR OF CLOSURE: LINEAR: 1/— ANG: —" /ANGLE BALANCED BY: — LAT: 1/50,100 0 20 I I I SCALE:' 1" = 20' DATE: MAY 4, 2011 PLAT DATE: MAY 4, 2011 SURVEY FILE NO. 11 -37 TENTH STREET E' LL IQ 0.01 C,\ o ar) CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION ` 2t Address of Property 'a.? Owner's Name / �� v Applicant's Name t%,,0 /4y Owner's Address 0 `�z4 St Applicant's Address /U3 `3 C° Sy Owner's Telephone 7 S6 -- - s'o Cr Applicant's Telephone 7 96— 5'c- REQUIREMENTS FOR TREE REMOVAL • Must maintain a density of 3 trees per 4,500 square feet. All trees with a 6" diameter at 4.5 feet above ground count toward the density count. • Significant trees may be removed only under certain circumstances and must be replaced inch - for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. (See reverse side for definition.) • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the Tree Ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. proposed replacement trees. (If replacement is proposed for with the same information notated.) more at 4.5 feet above ground, all existing improvements, Mark all trees proposed for removal. Mark the planting location, size and species for all another parcel of land, a plot plan of that parcel is required EXPLAIN NEED TO REMOVE TREE(S) ' (' /7 nl ` (i 7e) 0,,es:Z , 6. P/ct.-,)„s' - 1.,..), / 7 t -/,-)-77 I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. derstaud a Tr e Re oval Permit Application may requ're 5 ys to process. Owner or Applicant Signature /,,,,,ere--, Date Owner or Applicant Printed Name !" c7 (t)(2% ) City Official Date Permit Fee Palms Up TOTAL n APPROVED ❑ DENIED Mitigation Required? nYES 1 1 NO MITIGATION PLAN S it„. �' -f'o' CITY OF TYBEE ISLAND BUSINESS LICENSE APPLICATION Date New ,/ Renewal License # Alcohol License Y or( EntertainmentApp. Y or Business Name c anr-) Cor t. ; j fin 1 Location /90 7 p`� ` / ,�i'' �/I /i�co Mailing Address p a, an 1 b-'p./ 1---1 a vid Phone !%ZV 7R2✓ /%6, l Email , 7c) etIL ?AN-4.5'7s- Federal ID # 20 _ - -•7 -ZGJ Sales Tax ID o — '3 NAICS Code Business Type (circle one) : Sole Proprietor Partnership rporatio LLC Non - Profit Other: Zoning Approval Names and Home Addresses of Owners, Partners or Corporate Officers Names Home Address City, State, Zip Title YES or NO Signage Fire Inspector Certificate Required YES or NO Insurance Policy Required for YES or NO Police Chief Recommendation Required YES or NO Describe the business you would ike to license: Has this business or anyone connected with this business been cited or charged with any violation of Georgia Law, Federal Law, Local Ordinance, or any Rule or Regulation of the State Revenue Commissioner or any Rule or Regulation of the City or County within the past 12 months? (circle one) YES or (If YES, include details) Will your business require signage off premise? A 0 .'sing — off premise (bill 32sgft (4x8)$ I u.ft 128 s. 75 288 sa ft Any business that requires state licensing must present state license when applying. It is the applicant's responsibility to ensure zoning conformance. If there is a question as to whether the location is zoned correctly please contact the City Marshal at 912 - 786 -4573 x 104. See the reverse side for further instructions and schedule of regulatRry fees. Application for alcohol license requires a separate form and approval. Application for live entertainment requires annual review and approval) Applicant Signature Printed Name Received by ?i�2 E5 -) r��JT Z- / • O� Date Date tlJ • /4i--1 I ROUTING APPROVAL BY DATE FEES City Manager / Administrator REQUIRED 1000 Occupational Tax 125.00 Zoning Approval REQUIRED 9999 Administration Fee 10.00 Health Dept Certificate Required YES or NO Signage Fire Inspector Certificate Required YES or NO Insurance Policy Required for YES or NO Police Chief Recommendation Required YES or NO City Council Approval Required YES or NO TOTAL DUE WITH APPLICATION Reason for denial: i �necL c. ret -: reS (o O S fa ces n o exfra- SpaceS QUO 403 Butler Avenue, P.O. Box 2749, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 FAX (912) 786 -9539 www.cityoftybee.org o b l e -1-o r r ;� a'— l' Cik° T ff '1 Affidavit Verifying Status for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50 -36 -1, I am stating the following with respect to my application of a City of Tybee Island: • 'Business Licens or Occupational Tax Certificate, • Alcohol License, • Taxi Permit, • Contract • Other public benefit (circle all that apply) for - 2p 2 E 2n -r f-2_ (printed name of natural person applying on behalf of individual, business, corporation, partnership, or other private entity). 1) OR I am a United States citizen. 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non - immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16 -10 -20 of the Official Code of Georgia. SUBSCRIBED AND SWORN BEFORE ME ON THIS THE DAY OF , 20 Notary Public My Commission Expires: Signature o plicant 6tI.2 i t Date Printe • Name * Alien Registration Number for Non - citizens Note: O. C.G.A. § 50- 36- 1(e)(2) requires that aliens under the federal Immigration and Nationality Act, Title 8 U.S.C., as amended, provide their alien registration number. Because legal permanent residents are included in the federal definition of "alien ", legal permanent residents must also provide their alien registration number. Qualified aliens that do not have an alien registration number may supply another identing number below: Parking Lot Permit for: Sandcastle Inn 1402 Butler Ave Proposal: Sell parking spaces on weekends and holidays. As this is a hotel spaces that would be rented would be limited(max of 8) on days the hotel is busy (Friday /Saturday) while selling more spaces on days when the hotel is not busy like Sundays as it would be empty anyways. Either way patrons would have to leave by 6pm as noted on their parking pass. This will eliminate the risk of patrons not having parking that are staying at the hotel. Parking Space Dimension: 8.5 ft x17ft g44.,AA//////////////// pi) 0 f-J‘ 3t6loto_ Co uni1s x X 0 ctv‘.////////////// // 0 )-J `R-t6/foto hAA Cam 014 CITY OF TYBEE ISLAND BUSINESS LICENSE APPLICATION Date New Renewal License # Alcohol License Y o, Entertainment App. Y or Business Name -+� �y EE-A. RE fizz-pd 1.n tf J' LJ��.�!4GtiC/ � � '� 1d�5. ►-- VI-C.a. S-7 �.J j C' �,�n , '�J'1 Location () is 1 j�k l' "� L �A7_ -:,160 c 1 � .4 .j i 3 5 I Mailing Address i5 10.4 uVx(-Av.) c i c, CRY V', 1,.Q CAA 36-i 1 0 Phone -9-10 . LA(1) - 4 � l� Email i)t r-:n. U+- 'Q aa,.1ek-u -i✓1): \'- vrC . 4-0 Federal ID # 7 _ Z'ji,� 4j ilc; cj'7 Sales Tax ID I NAILS Code Business Type (circle one) ( Sole Proprietor) Partnership Corporation LLC Non - Profit Other: Zoning Approval Names and Home Addresses of Owners, Partners or Corporate Officers Names Home Address City, State, Zip Title ; br-riffl j L'.nt -'r, i• Reft36► W C.+ NvU CArL;✓eisv,it iC=-A ()L.iv Fire Inspector Certificate Required YES or NO tt 1 6 eS Tj�. Insurance Policy Required for $ YES or NO Gj , ( J (/ ra-a-A c---t ✓(" Describe the business you would like to license: - 9•1 c.) . (5- c 1 (A S Has this business or anyone connected with this business been cited or charged with any violation of Georgia Law, Federal Law, Local Ordinance, or any Rule or Regulation of the State Revenue Commissioner or any Rule or Regulation of the City or County within the past 12 months? (circle one) YES or NO (If YES, include details) j i V V Will your business require signage off premise? 140 - off premise (billbc s) — - 32sgft (4x8) >-.4 (12x16) $100 128 sg_f 48 75 288 sq ft '2 -x-2.4)-$125 Any business that requires state licensing must present state license when applying. It is the applicant's responsibility to ensure zoning conformance. If there is a question as to whether the location is zoned correctly please contact the City Marshal at 912 -786 -4573 x 104. See the reverse side for further instructions and schedule of regulatory fees. Application for alcohol license requires a separate form and approval. Application for live entertainment requires annual review and approv I. Applicant Signature Iy . Printed Name ��rc1j irv^ i ►" TJ I. /U°. f t (-tL ri E-11, n ! jv� h O t( Received by Date 8 1 21 1 1 Date 5729 /1 1:oo PM ROUTING APPROVAL BY DATE FEES City Manager / Administrator REQUIRED 1000 Occupational Tax 125.00 Zoning Approval REQUIRED 9999 Administration Fee 10.00 Health Dept Certificate Required YES or NO / 1 ` Signage Fire Inspector Certificate Required YES or NO tt 1 6 eS Tj�. Insurance Policy Required for $ YES or NO Gj , ( J (/ ra-a-A c---t ✓(" Police Chief Recommendation Required YES or NO .4zh r r (i(-a P O l City Council Approval Required YES or NO / ` TOTAL DUE WITH APPLICATION Reason for denial: 403 Butler Avenue, P.O. Box 2749, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 FAX (912) 786 -9539 www.cityoftybee.org Affidavit Verifying Status for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50 -36 -1, I am stating the following with respect to my application of a City of Tybee Island: i_' ? Business License or Occupational Tax Certificate, • Alcohol License, • Taxi Permit, • Contract • Other public benefit (circle all that apply) for 1.<0 i'Y- ; a 3 . individual, business, corporation, partnership, or other private entity). 1) OR VI I am a United States citizen. (printed name of natural person applying on behalf of 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non - immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16 -10 -20 of the Official Code of Georgia. SU-B CR D AND SW BEFORE ME ON THIS ` ®„- B �� THEE —DAY OF 20 l / - —_Z�. D • (• • �,.......�ii / / .OTA .P o o ▪ 4► EXPIRES % - --k: • 1 GEORGIA ;Dorn:: .. .. SEPT. 22, 2012 ■ G, Note: O. C. G.A. § 50- 36- 1(e)(2) requires that aliens under the federcfl'J � � r 0id Nationality Act, Title 8 U.S.C., as amended provide their alien registration number. Because legal permanent residents "ar "d included in the federal definition of "alien ", legal permanent residents must also provide their alien registration number. Qualified aliens that do not have an alien registration number may supply another identifying number below: Sig .ture of Applicant Date 10r-tn - 0..)nV --021 f\ Printed Name * Alien Registration Number for Non - citizens Notary Public My Commission Expires: AC ORE) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 04/30/2011 PRODUCER Massage Magazine Insurance Plus Stratus Insurance Services, Inc. 260 South 2500 West, Suite 303 Pleasant Grove, UT 84062 INSURED Korrin LaFountain 13 Rockaway Ct NW Cartersville, GA 30120 800 -222 -1110 Ins. # 7487 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER A: Certain Underwriters at Lloyds, London ;2623/623 _ INSURER B. INSURER C: INSURER D. INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVVITHSTAN ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DING MAY BE ISSUED OR OF SUCH INSR ADD'L, I ' POLICY EFFECTIVE 1 POLICY EXPIRATION I LTR INSRD TYPE OF INSURANCE POLICY NUMBER I DATE (MM/DD/YYYYL DATE (MM/DD/YYYY) I LIMITS A X GENERAL LIABILITY ' ' EACH OCCURRENCE : $ 2,000,000 • DAMAGE TO RENTED 100 000 X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) ! $ _- : - 04/30/2011 104/30/2012 MED EXP (Any one person) $ Not Applicable _ CLAIMS MADE : X OCCUR #MM 2010 001 PERSONAL R ADV INJURY $ Not Applicable ■ GENERAL AGGREGATE I $ 3,000,000 $ 2,000,000 GE_N'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG ' X '' POLICY I ' PeRCDT LOC : ' AUTOMOBILE LIABILITY • COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ $ ALL OWNED AUTOS BODILY INJURY,,, ; SCHEDULED AUTOS I (Per person). HIRED AUTOS 'BODILY INJURY : NON -OWNED AUTOS • (Per accident) ! $ - - -- - - PROPERTY DAMAGE (Per accident) GARAGE LIABIUTY - ' AUTO ONLY - EA ACCIDENT , $ $ — - -- - $ - — ANY AUTO EA ACC OTHER THAN , ; AUTO ONLY. AGG I EXCESS / UMBRELLA LIABILITY I EACH OCCURRENCE $ $ li OCCUR CLAIMS MADE , AGGREGATE 1 DEDUCTIBLE RETENTION $ WORKERS COMPENSATION WC STATU- OTH- ANDEMPLOYERS'LIABILTY Y/N �iTQGY LIMITS - _I. ER t $ $ ANY PROPRIETOR /PARTNER /EXECUTIVE r - OFFICER/MEMBER EXCLUDED? I E.L. EACH ACCIDENT - (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE - If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT 'I $ A I OTHER Professional Liability - Claims Made I #MM 2010 001 2,000,000 per occurrence / $3,000,000 '.. w/2 Year Extended Reporting Period ! annual aggregate Identity Fraud #u 0904352 04/30/2011 ! 04/30/2012 $15,000 Inland Marine (lost/stolen equipment) #MMIM 2010 001 $1,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Holder named below is listed as an Additional Insured for the General Liability policy. CERTIFICATE HOLDER CANCELLATION Tybrisa at the Beach One 15th Street, PO Box 2966 Tybee Island, GA 31328 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/01) INS025 (200901) © 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF GEORGIA BRIAN P. KEMP, Secretary of State State Board of Massage Therapy Massage Therapist LICENSE NO. MT002679 Korrin Jo La Fountain 13 Rockaway Court Cartersville GA 30120 EXP DATE - 10/31/2012 Active Issue Date: 08/27/2007 ir Location: CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT NAME ADDRESS aba.doivzd PIN # TELEPHONE Owner 0 � tits �. -S-0,- ��1 �� 9 /.) - 7 fO- r�S75 Architect�A or Engineer t-�h Building Contractor £ P ° (Check all that apply) n Repair ❑ Renovation ❑ Minor Addition ❑ Substantial Addition Other Mille e Details of Project: Add, ;, Residential Single Family Duplex Multi- Family Commercial ❑ Footprint Changes U Discovery n Demolition Estimated Cost of Construction: $ /00 Con (1) (2) (3) Bri Proposed Remarks: truction Type ood Frame od & Masonry Veneer se: (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry ATTACH A ! OPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following i # Units Lot Ar # Off - street parkin! \spaces Tree located & listee on site plan Ac ,-ss: 0 ation based on the construction drawings and site plan: # Bedrooms Living space (total sq. ft.) D eway (ft` With culvert? S backs: Front Rear # Bathrooms With swale? Sides (L) (R) Stories Height Vertical distance measured from the average adjacent ade of the building to the ext "-me high point of the building, exclusive of chimneys, heating units, ventilation ducts, air condi *oning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through OcQ.r- z5 _ On -site waste and debris containers will be provided by dceI. its Construction debris will be disposed by pc, ieLfc,,,/ by means of M.,/ .,/ I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 0 Z/ r /°?Os Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. 7 OCeH.ve,/ te- The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? NFIP Flood Zone Existing FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL 1-c4 £ °54' 2. )04 6rac- . 5 From: 02/23/2011 15:33 #835 P.002/003 CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT Location: I t (1 Can nVL.a i.0 LOLL-k, NAME ADDRESS PIN # je,A aar,no-1- d r; a et TELEPHONE Owner ent 1U Lent✓uaL IL0 (LnVIew (ott.rt ,104v)11?.,a f Architect or Engineer Building Contractor r‘ hie r. ' II•OP J(7J) / (jl?l 14 i&rYtt°r PC) 1-JL/ Inn I- iPLl(4 Id . f ? 2ati'2LO N5 ` 2.492 S. (Check all that apply) ❑ Repair C Renovation ❑ Minor Addition n Substantial Addition WI Other }')VCl Details of Project: PR C. al a.r s Sinai( La ros;s4Qre44 71 Residential ❑ Single Family U Duplex [% Multi- Family 0,01YC' f( Commercial PI Footprint Changes ❑ Discovery ❑ Demolition •at 111 oLio trro wit Y) Loot.u.pryinnt Estimated Cost of Construction: $ 21 La/2.. n0 Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter appropriate number) (4) Masonry (6) (5) Steel & Masonry Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) Setbacks: Front # Bedrooms Living space (total sq. ft.) With culvert? Rear # Bathrooms With swale? Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. From: 02/23/2011 15:33 #835 P.003/003 During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: FP_mci, Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning/variance? Street address and number: New Is it in compliance with City map? If not, has street name and /or number been reported to MPC? NFIP Flood Zone FEMA Certification attached State Energy Code Affidavit attached Existing Utilities and Public Works: Describe any unusual findings) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm/Drainage Inspections City Manager FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL From: 02/23/2011 15:33 #835 P.001/003 Gochnauer N,eahng and Au 19 9funter Road TO Box5968 xlton 7fead Isfand SC 29938 phone 843.392.4822 fax 843.342.9544 FAX TRANSMITTAL Attention: 7V.f nQ, i V bate: l'P.Y)YZ 1/x.4 t' 2?? zi I Company: Db 000 Pages (including cover ) 3 Fax #: a f2 19)1_.0. o593q Phone #: C 1210 L p 46 -13 X 1L0 From: LU li remhCC° -Ewe- Ext #: 225 Re: 'PP_rrn Li -bx I i D no C in (V L(,U Notes: ..-D,1n.ln0 'PI rnk pLco D3 4)0 A fl '1 (1)A Yyv fume L (/J 0A20 on3. Map Page 1 of 1 rested by Maplt on 2/24/2011 8:30:47 AM using ArcIMS 4.0.1. O Copyright 2002 -2003 BinaryBus, Ltd Parcel ID: Owner Name: Property Address: Zoning Code: Commissioner Code: Calculated Acreage: Real- estate Value: 4 -0003 -10 -020 CONAWAY CHARLES & MICKEY* 16 OCEAN VIEW CT TYBEE ISLAND R -2 4 Patrick K. Farrell Phone: 912-355-6699 0.09605375 Flood Zone: Aldermanic Code: Land Value: $682,500.00 Sale Price: AE Unincorporated Chatham County $340,000.00 $610,000.00 Neighborhood Code: 20213 Zip Code: 31328 Legal Description: LOT 2 -B -2 SUB OF LOT 2 -B OCEAN- Building Value: Sale Date: $342,500.00 10/03/2004 http://sagis.org/app/map_print_HTML.asp?pid=4-0003 -10- 020 &mapref=4 -0003 -10- 020... 2/24/2011 MiaplT ' • :: "01 —4- ar • it *c 0 X t sr +tik 1812 ; ,` 9 • �\ - ` 4 5145 ir 18 Ir. 35 •-;-‘14;• • a '! •" , A 6 -A • ea x' 04 1 C t i Cabr Pnoda Map TaM Paresis D SYYi'OUTdd119 GppT1lS i., d' 4P r.1 M AREA 1.11 0 1 a 53 ft rested by Maplt on 2/24/2011 8:30:47 AM using ArcIMS 4.0.1. O Copyright 2002 -2003 BinaryBus, Ltd Parcel ID: Owner Name: Property Address: Zoning Code: Commissioner Code: Calculated Acreage: Real- estate Value: 4 -0003 -10 -020 CONAWAY CHARLES & MICKEY* 16 OCEAN VIEW CT TYBEE ISLAND R -2 4 Patrick K. Farrell Phone: 912-355-6699 0.09605375 Flood Zone: Aldermanic Code: Land Value: $682,500.00 Sale Price: AE Unincorporated Chatham County $340,000.00 $610,000.00 Neighborhood Code: 20213 Zip Code: 31328 Legal Description: LOT 2 -B -2 SUB OF LOT 2 -B OCEAN- Building Value: Sale Date: $342,500.00 10/03/2004 http://sagis.org/app/map_print_HTML.asp?pid=4-0003 -10- 020 &mapref=4 -0003 -10- 020... 2/24/2011 Dianne Otto EPt From: Roni Greenhalge -Rohe [RoniLynn @gmihvac.com] Sent: Monday, March 07, 2011 3:53 PM To: Dianne Otto Subject: RE: 16 Ocean View Court, Tybee Island Georgia, 31328 Our customer has declined to complete the work at this time. Gochnauer Mechanical: 1 o7iZ (0•.& &Kkia,&- At'd,C Estimator & Purchasing Manager Gochnauer Mechanical 14 Hunter Road • Post Office Box 5968 (29938) Phone: (843) 342 -4822 • Fax: (843) 342 -9544 From: Dianne Otto [mailto:Dotto @cityoftybee.orgl Sent: Monday, March 07, 2011 3:20 PM To: Roni Greenhalge -Rohe Subject: FW: 16 Ocean View Court, Tybee Island Georgia, 31328 Roni: Please review the emails below. I left a voicemail 4orrf Mr. Rahbar at 2 pm. He has not yet responded to my message. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Jim Harris [mailto:Jim.Harris @dnr.state.ga.us] Sent: Monday, March 07, 2011 12:18 PM To: Dianne Otto; Bradley Smith Subject: RE: 16 Ocean View Court, Tybee Island Georgia, 31328 Yes, Ms. Otto may want to contact Bijan Rahbar with EPD's Underground Injection Program in Atlanta at 404 - 656 -3214. I believe that open loop systems are not permitted in Georgia because they involve injecting water into an aquifer. Jim Harris Program Manager 1 EPD Coastal District Phone: 912-264-7284 Fax: 912-262-3160 »> On 3/7/2011 at 12:10 pm, in message <4D74CB56.CED9.0018.0@ dnr.state.ga.us >, Bradley Smith wrote: Diane, You may want to contact Jim Harris here in our office. There may be some other type of application or permit needed; what I sent you only referenced land disturbance. Jim.Harris@GADNR.orq Thanks, Bradley Smith Environmental Compliance Specialist Ga. Dept. of Natural Resources Environmental Protection Division bradley.smith@gadnr.orq (912) 262 -3196 »> Dianne Otto < Dotto@cityoftybee.orq > 3/7/2011 11:54 AM »> Mr. Smith, Thank you for your email and the attached letter. Do you know if there is any other State agency to consult regarding this project? It is my understanding that installation of the 2 open loop geothermal systems involve drilling into an aquifer. Sincerely, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 Original Message From: Bradley Smith f mailto:Bradley.Smith ni. dnr.state.ga.usl Sent: Monday, March 07, 2011 11 :45 AM To: Dianne Otto Cc: Subject: 16 Ocean View Court, Tybee Island Georgia, 31328 Please See Attached: Bradley Smith Environmental Compliance Specialist Ga. Dept. of Natural Resources Environmental Protection Division bradley.smith@gadnr.orq (912) 262-3196 **************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this 2 MAR -07 -2011 MON 11 57 AM GA DNR EPD Diane Otto Tybee Island Georgia Dotto@a,cityoftybee.org Dear Mrs. Otto, FAX NO. 9122623160 P. 02 Georgia Department of Natural Resources Environmental Protection Division • Coastal District 400 Commerce Center Drive • Brunswick • Georgia 31523 -8251 Phone; 912/264-7284 Mark Wtlliems, Commissioner F. Allen Barnes, Director March 07, 2011. This letter is written in reference to an upcoming project located at 16 Ocean View Court Tybee Island, Georgia 31328. This project will be conducted by Gocbnauer Mechanical out of Hilton Head South Carolina. I have recently spoken with a representative from this company to acquire information pertaining to the permitting process. The referenced project will be under one acre of land disturbance and will be greater than 200 feet from state waters. The project will also be greater than 25 feet from the marsh jurisdictional line, therefore, no buffer variance will be needed. A primary and /or tertiary notice of intent for coverage under the NPDES General Permit will not be required. Thank You, Bradley Smith Environmental Specialist EPD Coastal District DNJR GEORGIA DEPARTMENT NATURAL RESOURCES COASTAL RESOURCES DIVISION MARK WILLIAMS A.G.'SPUD' WooDWARD COMMISSIONER DI RECTOR MAR 0 4 2011 Charles Conaway 70150 Crescent Road St. Clairsville, OH 43950 RE: Letter of Permission, Well Placement, 16 Oceanview Court, City of Tybee Island, Chatham County, Georgia Dear Mr. Conaway: This Letter of Permission (LOP) is in response to your recent request to dig wells for use in a new geotherm heat/air conditioning system within the jurisdiction of the Shore Protection Act. The property is entirely landward of the most landward dunes. No impacts are proposed in or near the dunes or beach. The proposed impacts include two 4" diameter holes dug into the existing mowed lawn. The wells will be dug to a depth of approximately 100 to 150'. After construction the area will be sodded and returned to mowed lawn. The existing air conditioning units will be removed from the yard and the area planted with vegetation. All construction vehicles will enter the property using existing roads, no vehicles are proposed on or near the dunes or beach. The Department authorizes the digging of two 4" wells to a depth of approximately 100 -150' deep as depicted by the attached drawings and description. No construction is authorized in or near the sand dunes. No vehicles are allowed on the beach in conjunction with this project. Any incidental impacts to the jurisdictional area must be restored to pre - project vegetated and topographic conditions. This Letter of Permission is not meant to exempt the above referenced activity from future environmental laws. This project must comply with all other Federal, State, and local statutes, ordinances and regulations. If you have any questions or concerns about this project feel free to contact Ann Thran at 912- 617 -6310 or by e-mail at ann.thran@gadnr.org. Sincerely, Spud Woodward Director Coastal Resources Division enclosures: Project Drawings & Description cc: Diane Otto, Planning and Zoning City of Tybee Island ONE CONSERVATION WAY J BRUNSWICK GEORGIA 31520 -8686 912.264.7218 ( FAX 912.262.3143 I WWW.COASTALGADNR.ORG \\„12. ‘).f\bi,(t\ru-r-\ 1-**6\4\ €,.‘k es C"( toj \00- (3/1/2011) Ann Thran - Re: 16 Oceanview Court Page 1 From: <bbi2 @netscape.com> To: "Ann Thran" <Ann.Thran @dnr.state.ga.us> Date: 2/28/2011 6:36 PM Subject: Re: 16 Oceanview Court Mailing Address Charles Conaway 70150 Crescent Road St. Clairsville, OH 43950 Ann.Thran@dnr.state.ga.us wrote: From: "Ann Thran" <Ann.Thran @dnr.state.ga.us> To: <bbi2 @netscape.com> Subject: Re: 16 Oceanview Court Date: Mon, 28 Feb 2011 08:59:31 -0500 Dear Charles, I need a mailing address for you, so I can address the letter correctly. I will send a copy email to expedite and a hard copy in the mail. »> <bbf2 @netscape.com> 2/28/2011 8:32 AM »> Ann, As you requested, I am writing to inform you that no trees are in the area of the proposed drilling and the ground that is distrubed is grass and will be returned to grass (sod) at completion. I am contacting the HVAC company to have them mark the spots on the google map as you requested. For your site inspection the drilling will be at the back corner of my lot near the existing outdoor units. All work will be underground with nothing visible on the surface save for the penetration into the wall of my house. Charles Conaway 740- 695 -4375 phone & fax Netscape. Just the Net You Need. Netscape. Just the Net You Need. From: 42 02123/2011 15:33 #835 P.002/003 CITY OF TYBEE ISLAND, GEORGIA Gt l APPLICATION FOR BUILDING PERMIT Location: R 0 (0n nVLIi.0 (1O.- t. NAME ADDRESS PIN # TELE Owner mai [ .t1 now ID Lfvlew Cou.r6 .o4 Q.b Ia,1 Architect or Engineer 'I t 5S ®14311 Building Contractor 4 xre.uer. l'i 7j') l Oa) 14 }4L fl/t°1" i?CJ r,�-,1 1-try) I I ., i-g 26P2L0 &i549,49)22 (Check all that apply) ❑ Repair ❑ Renovation ❑ Minor Addition ❑ Substantial Addition © Other nvCk Details of Project: ® Residential ❑ Single Family ❑ Duplex ® Multi - Family (1 Dixi+) ❑ Commercial rN l r )- kk), §(123t, ❑ Footprint Changes ❑ Discovery ❑ Demolition • /' hi A_ fli 0 %I I ii! • #.`_i a ' . MA Estimated Cost of Construction: $ 1:11 L fL12 , OD Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter appropriate number) (4) Masonry (5) Steel & Masonry (6) Other (please specify) ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units Lot Area # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) Setbacks: Front # Bedrooms Living space (total sq. ft.) With culvert? Rear # Bathrooms With swale? Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. Dianne Otto From: Ann Thran [Ann.Thran @dnr.state.ga.us] Sent: Friday, March 04, 2011 2:44 PM To: bbi2 @netscape.com Cc: Dianne Otto Subject: Re: 16 Oceanview Court Attachments: Scan001.PDF Attached is your letter of permission. Please let me know if you need anything else. Ann »> <bbi2 @netscape.com> 2/28/2011 6:35 PM »> Mailing Address Charles Conaway 70150 Crescent Road St. Clairsville, OH 43950 - -- Ann.Thran @dnr.state.ga.us wrote: From: "Ann Thran" <Ann.Thran @dnr.state.ga.us> To: <bbi2 @netscape.com> Subject: Re: 16 Oceanview Court Date: Mon, 28 Feb 2011 08:59:31 -0500 Dear Charles, I need a mailing address for you, so I can address the letter correctly. I will send a copy email to expedite and a hard copy in the mail. »> <bbi2 @netscape.com> 2/28/2011 8:32 AM »> Ann, As you requested, I am writing to inform you that no trees are in the area of the proposed drilling and the ground that is distrubed is grass and will be returned to grass (sod) at completion. I am contacting the HVAC company to have them mark the spots on the google map as you requested. For your site inspection the drilling will be at the back corner of my lot near the existing outdoor units. All work will be underground with nothing visible on the surface save for the penetration into the wall of my house. Charles Conaway 740 - 695 -4375 phone & fax Netscape. Just the Net You Need. Netscape. Just the Net You Need. 1 From: 03/07/2011 09:41 #882 P.001/067 Gochnauer -VeMingandArr 14 grunter Road PO Box 5968 Wilton 9fead Isnuf, SC 29938 phone 843.342.4822 fax843,342.9544 FAX TRANSMITTAL Attent ion: T),t(infl_.()t-tr) Date: K tuld Company: (H-r /(. Pages (including cover) L27- Fax #: 17---0.) Phone #: - -791/ -z-ey,i 1-2 J,D From: 7i ji irf-Thne Ext #: Re: LJ COErt v Notes: (lcnif5 ' 1(afyy,iih (Y-3) 000(AME1-1--.3 req(AL‹.--)f-frl , Ore_ 010 aunTrif3 -En(4- ti\ire Ina h)C162Ct r)t I tr LC() . n o c i c i 1-17tic? try? v6 6.1)r)att-cki.w61 LIqc)fn Or9 ppi10.1AtAncY-1-hat XDX Liry..Lr v\t-r cc Nci17rV( -Err fncti) 1(117.1- tiVe, raribiEK-Atct ikttt1i Cdft I(' we. ouppl lect-i-run 61J I 6(J itin nfc recp6jeci ( A vvft..k__.--71- --for tOtA C !Nell . From: Roni Greenhalge-Rohe 03/07/2011 09:41 #882 P.002/067 From: Roni Greenhalge -Rohe Sent: _4' Friday, February 25, 2011 9: 4 AM 4--- ,7 To: dotto @cityoftybee "org -! Subject: FW: 16 Oceanview Court ti< Attachments: SKMBT_C2531 1 02241 5200.pdf; SD1000AN,pdf; SD1003SN.pdf; SD1008HN.pdf /ea/t4irX gpteff4a X 04 Estimator & Purchasing Manager Gochnauer Mechanical 14 Hunter Road • Post Office Box 5968 (29938) Phone: (843) 342 -4822 • Fax: (843) 342 -9544 From: Roni Greenhalge -Rohe --? Sent: Thursday, February 24, 2011 4:33 P IO— To: dottoC)cityoftvbee.orq Cc: Brian Copeland Subject; 16 Oceanview Court Good Afternoon Dianne, Attached are the following items you requested: 1. Contractor Registration Form ";{:�i From: Roni Greenhalge -Rohe 03/07/2011 09:42 #882 P.003/067 From: Roni Greenhalge -Rohe Sent: ---- Friday, February 25, 2011 9:05 AM To: Dianne Otto Subject: RE: test Attachments: FW: 16 Oceanview Court Roa�iti�or O n/a �o/ae Estimator & Purchasing Manager Gochnauer Mechanical 14 Hunter Road • Post Office Box 5968 (29938) Phone: (843) 342 -4822 • Fax: (843) 342 -9544 From: Dianne Otto jmailto:Dotto@ citvoftvbee.or41 Sent: Friday, February 25, 2011 9:02 AM To: Roni Greenhalge -Rohe Subject: test Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 H* tf!!f!..... ***** *******fH****** **** * **** *** iH lkR********* **f #lN************** * * * ***frfHr* ***lNlfle* *********** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ******************************.******************************** !******* ******** * *** **** * * *** ** *** *** *** 1 From: 03/07/2011 09:43 #882 P.007/067 ENVISION AIR HANDLER R -410A Refrigerant 2 -5 Tons Submittal Data English Language /IP Units SD1008HN 02/10 From: Contractor P O Engineer: Project Name: Unit Tag: Model Nomenclature 03/07/2011 09:43 #882 P.008/067 ENVISION AIR HANDLER 2 -5 Tons 1 -3 4 -6 I NAH I 8-9 10 11 12 036 00 Model Type NAH = Envision Series Air Handler Unit Capacity Refrigerant Models 022 MBTUH 026 MBTUH 030 MBTUH 036 MBTUH 042 MBTUH 048 MBTUH 060 MBTUH Hydronic Models 026 MBTUH 036 MBTUH 048 MBTUH 060 MBTUH Vintage A = Current Nom. CFM 600 925 980 1225 1425 1625 1760 925 1225 1625 1760 - Air Coil R = Refrigerant H = Hydronic Motor 1 = ECM 208 - 230/60/1 Disconnect 0 = No breaker installed (only on 5kW & 10kW heaters) 1 = Breaker installed (only on 15kW & 20kW heaters) Electric Heat 00 = No electric heat 05 = 5 kW (available on 022 -036 only) 10 = 10 kW (available on 030 -060 only) 15 = 15 kW (available on 042 -060 only) 20 = 20 kW (available on 060 only) NOTE: Kit NAHBC must be ordered to field convert the NAH042 -060 to bottomflow air discharge. Compatibility Air Handler Sizing Selection The Envision Air Handlers are designed for R -410A refrigerant and should be matched with Envision Split series compressor section according to the table below. Air Handler Indoor Split Model (Single) Indoor Split Model (Dual Capacity) Outdoor Split Model (Dual Capacity) Airflow(CFM) Electric Heat (kW) NAH022Aei1R NSZ022 - 800 5 NAH026A " "1R - NDZ026 NDS026 925 5 NAH030A et1R NSZ030 - - 980 5,10 NAH036A "e1R NSZ036 - - 1225 5,10 NAH036A "1R - NDZ038 NDS038 1225 5,10 NAH042Aef11R N5Z042 - - 1425 10, 15 NAHO4$A "'1R NSZ048 - - 1625 10,15 NAH048Ae } *1R - NDZ049 NDS049 1625 10,15 NAH06OA "e1R NSZ060 - - 1760 10, 15, 20 NAHO60At•1R - NDZ064 NDS064 1760 10, 15, 20 NAHO6OA"1R NSZ070 - - 1760 10, IS, 20 NAH060A "e1R - NDZ072 NDS072 1760 10, 15, 20 6/9/08 WaterFurnace works continually to improve ks products. As a result, the design and spechcations of each Product at the hme of order be changed wahout notice. Please contact WaterFvrnace at 1-888- 929 -2837 for latest de,,gn and specif ications. Purchaser's approval of this data set signifies that the equipment d acceptable under the prowoons of the job specihcatlon. Statements and other intOrmalion contained heron are not express warranties and do not form the basis of any bargain between the parties, but are merely WaterFurnaee$ opnion or commendation or Its products. The latest version al this document is available at ws w.wate,lumace com. SD1008HN 02/10 2 Page of From: Contractor: PO Engineer: Project Name: Unit Tag: General Specifications 03/07/2011 09:43 #882 P.009/067 ENVISION AIR HANDLER 2 -5 Tons Refrigerant Air Coil Designed for R -410A refrigerant. Configured as an 'A' coil, rifled copper tubes and enhanced corrugated lanced aluminum fins to provide high efficiencies at low face velocities. Exclusive FormiShieldTm coating for added protection. Hydronic Air Coil Designed for hydronic applications. Configured as an 'A' coil, smooth copper tubes and enhanced corrugated lanced aluminum fins that provide increased performance. Exclusive FormiShe1dTM coating for added protection. Filter Rack Integral filter rack holds 1 in. or 2 in. filters (field changeable). 1 in. MERV 3 disposable filter included. Cabinet (Encased Models) Cabinets are designed for upflow, horizontal, and bottomflow applications. Constructed of heavy gauge environmentally - responsible galvanized steel and finished with corrosion - resistant powder coating which meets ASTM 8117 (1,000 hour salt spray). Front access panel for ease of service. Insulation (Encased Models) The interior surfaces shall be lined with 1/2" thick multi - density, cleanable aluminum foil coated glass fiber which meets NFPA 90A requirements, air erosion and mold growth limits of UL -181, stringent fungal resistance test per ASTM -C1071 and ASTM G21, and zero level bacteria growth per ASTM G22. Controls 24 volt 75VA transformer, ECM interface board allows for blower speed selection and thermostat inputs. Auxiliary /Emergency Heat Optional factory installed electric heat.15 kW and 20 kW heaters include circuit breakers. Drain Pans Two corrosion proof stainless steel drain pans included, one for vertical and one for horizontal applications. The pans comes equipped with primary and secondary drain connections. Expansion Device Factory installed txv with internal check valve. The txv is inside the cabinet on the encased models. Refrigerant Connections Suction and liquid lines have sweat connections extended outside the cabinet on encased models for ease of connection. Hydronic Connections Water in and water out lines have sweat connections extended outside the cabinet on encased models for ease of connection. ,Amt erFrnn work continually [o trtprove ,es produa1. As a result, the design and specifications of each product at The time or order may be changed without notice Please contact WaterFurnace at 1-8873-929-2837 for latest design and specifications. Purchaser's approval ol this data set signifies that the equipment is aeceptable under the provisions of the lob speclhcation. Statements and other information contained herein are not express warranties and do not roam the basis of any bargain between the parties but are merely WeterFurna re's opinion or commendation of its products. The Latest version of this document is available at www.waterfurnace.tt+m• SD1008HN 02/10 3 Page of From: 03/07/2011 09:43 #882 P.010/067 Contractor P.O.: Engineer: Project Name' Unit Tag' Dimensional Data ENVISION AIR HANDLER 2 -5 Tons Top Flow /Horizontal Unit Configuration TOP VIEW DR I- CC EE 111 u �! BOTTOM VIEW /1 11 u_ 1--- MM FRONT VIEW 1 le R 0 O N u v A M RIGHT SIDE VIEW W H Topflow/ Overall Cabinet GG 1111 RefrigerantlWater S Horizontal U D E F Y Connections AA Configuration A width B Depth c Height 314' cond Power Supply 112' cond Low Voltage Retum Air Duct Flange G H I .1 K L Suction 1 Water Out M Liquid! Water In N 0 PQ 53.1 134.9 R S in. 21.0 26:1 57.3 54.0 52.3 0.7 58.1 27,4 28.3 26.4 23.9 15.9 9.5 3.8 3.2 0.9 1.5 10.5 15.5' 022-060 cm, 53.4 66.3 145.6 137.2 132.7 1.8 147.4 69.6 71.8 67.2 60.8 40.4 24.0 9.6 8.1 2.4 3.9 26.7 39.4 Condensate is stainless steel 314" FPT Discharge flange is field installed and extends 1' (25.4 mm) from cabinet Rer.A 3112108 WaterFUmace woes cootlnualy to improve es products As a result. the design and Speoncations of each product at the time of order may be changed wahout notice. Please contact WaterFUmace at 1.888. 929-2937 for latest design end specifications Purchaser's approval of Plus data set sign dies that the equipment it acceptable under the provisions of the job specification, Statements and other informat on contorted herein are not =press warranties and do not form the basis deny bargain between the parties, but are merely WaterFUmace's opinion or commendaton of its products. The latest version of this document s available at niww.waletfwnace,com. SD1008HN 02/10 4 Page of GG 1111 II S T U V W X Y Z AA BB CC DD EE FF 1" cond Power Supply 12' coed Low Voltage JJ KK LL MM 15.5 39.4 18.0 45.8 19.5 49.5 20.1 51.0 59.5 151.1 15.1 38.4 53.1 134.9 51.3 130.2 7.4 18.9 4.9 12.5 1.5 3.8 18.0 45.7 1.5 3.8 18.0 45.7 2,0 12.0 5.1 5.1 2.0 5.1 22.1 56.2 2.0 5.0 16.9 42.9 1.96 5.0 Condensate is stainless steel 314" FPT Discharge flange is field installed and extends 1' (25.4 mm) from cabinet Rer.A 3112108 WaterFUmace woes cootlnualy to improve es products As a result. the design and Speoncations of each product at the time of order may be changed wahout notice. Please contact WaterFUmace at 1.888. 929-2937 for latest design end specifications Purchaser's approval of Plus data set sign dies that the equipment it acceptable under the provisions of the job specification, Statements and other informat on contorted herein are not =press warranties and do not form the basis deny bargain between the parties, but are merely WaterFUmace's opinion or commendaton of its products. The latest version of this document s available at niww.waletfwnace,com. SD1008HN 02/10 4 Page of From: Contractor: P 0 Engineer: Project Name: Unit Tag: Dimensional Data 03/07/2011 09:44 #882 P.011/067 ENVISION AIR HANDLER 2 -5 Tons Bottom Flow Unit Configuration TOP VIEW BOTTOM VIEW R FRONT VIEW RIGHT SIDE VIEW - u x W N Z 0 Condensate is stainless steel 314" FPT Discharge flange is field installed and extends 1" (25.4 mm) from cabinet Rer.A3l1148 WeterFurnace works continually to improve its products As a result. the design and speCiticadons of each product at the time or order may be changed Without notice. pkaSe contact WalerFumace at 1- 888-929 -2837 for latest design and specifications Purchasers approval of this data set signifies that the ea Wpment is acceptable under the provisions of the job specification. Statements and other information contained herein are not express warranties and do not torn the basis of any bargain between the parties but are merely WaterFurnxce S opinion or commendation of its products The latest version Of this document is available at Www.waterfurnace.cc n. SD1008HN 02/10 5 Page of Overall Cabinet CC Refrigerant/Water 8 Bottomflow U D E F Y Connections AA Configuration A Width 8 Depth C Height 3 1 4 ' cond Low Voltage 1" cond Power Supply Return Air Duct Flange 9 H I J K L Suction / Water Out M liquid 1 Water In N 0 P Q R 32.6 82.8 in. 21.0 26,1 57.3 5.1 3.3 0.7 58.1 27.4 28.3 51.6 411 41.2 34.6 29.2 28,6 6.1 4.2 0.9 cm. 53.4 66.3 145.6 12.9 8.5 1.8 147.4 69.6 71.8 131.1 124.7 104.7 87.9 74.2 72.7 15.4 10.8 2.4 Condensate is stainless steel 314" FPT Discharge flange is field installed and extends 1" (25.4 mm) from cabinet Rer.A3l1148 WeterFurnace works continually to improve its products As a result. the design and speCiticadons of each product at the time or order may be changed Without notice. pkaSe contact WalerFumace at 1- 888-929 -2837 for latest design and specifications Purchasers approval of this data set signifies that the ea Wpment is acceptable under the provisions of the job specification. Statements and other information contained herein are not express warranties and do not torn the basis of any bargain between the parties but are merely WaterFurnxce S opinion or commendation of its products The latest version Of this document is available at Www.waterfurnace.cc n. SD1008HN 02/10 5 Page of CC DD I EE 8 T U V W X Y Z AA 88 l' coed P0wer Supply 112" coed Low Voltage FF GG HH II JJ KK LL MM 1,5 3.9 10.5 26.7 15.5 39.4 18.0 45.8 19.5 49.5 20.1 51.0 59.1 150.0 15.1 38.4 32.6 82.8 30.1 76.5 2.0 5.1 2.0 1 2.0 5.1 5.1 18.0 45.7 1.5 3.8 18,0 45.7 1.5 3.8 22.1 56.2 2.0 5.0 16.9 42.9 1.96 5.0 Condensate is stainless steel 314" FPT Discharge flange is field installed and extends 1" (25.4 mm) from cabinet Rer.A3l1148 WeterFurnace works continually to improve its products As a result. the design and speCiticadons of each product at the time or order may be changed Without notice. pkaSe contact WalerFumace at 1- 888-929 -2837 for latest design and specifications Purchasers approval of this data set signifies that the ea Wpment is acceptable under the provisions of the job specification. Statements and other information contained herein are not express warranties and do not torn the basis of any bargain between the parties but are merely WaterFurnxce S opinion or commendation of its products The latest version Of this document is available at Www.waterfurnace.cc n. SD1008HN 02/10 5 Page of From: Contractor: P 0 - Engineer: Project Name: Unit Tag: Pressure Drop 03/07/2011 09:44 #882 P.012/067 ENVISION AIR HANDLER 2 -5 Tons Water Pressure Drop - Hydronic Coil Flow 9Pm Pressure Drop (PSI) 40 °F SO °F 60 °F 100 °F 110 °F 120 °F 130 °F 3,0 0.5 0.5 0.5 0.4 0.4 0.4 0.4 4.5 0.9 0.9 0.9 0.8 0.8 0.8 0.8 6.0 1,4 1,4 1,4 1.2 1.2 1.2 1.2 9.0 2.8 2.6 2.5 2.4 2.4 2.4 2.3 12.0 4.6 4.4 4.2 4.0 4,0 4.0 3.9 15.0 7.0 63 6.6 6.0 6.0 5.9 5.8 Blower Performance Blower Performance ECM2 Model Max ESP (wg) Blower Motor (hp) HP CFM Setting Normal Mode Ht- & CIg Dehumidification Mode Clg Aux CFM Setting Aux Emerg Mode St 52 Stg 2 Stg 1 Blower 59 Stg 2 Stg 1 Blower S5 56 022 0.50 1/2 On On 900 700 450 Off 775 600 450 On On 1000 0.50 1/2 Off On 800 625 400 Off 680 530 400 Off On 800 0,50 1/2 On Off 700 540 375 Off 600 450 375 On Off 775 0.50 1/2 Off Off 640 480 350 ':` Off Off 740 026 0.50 1/2 On On 1050 800 525 Off 850 700 525 On On 1150 0.50 1/2 Off On 92.5 725 475 Off 760 620 475 Off On 950 0.50 1/2 On Off 800 625 425 Off 670 540 425 On Off 925 0.50 1/2 Off Off 740 575 400 Off Off 825 030 0.50 1/2 On On 1150 950 600 Off 975 775 600 On On 1250 0.50 1/2 Off On 980 780 500 Off 825 640 500 Off On 1000 0.50 1/2 On Off 900 700 440 Off 750 580 440 On Off 975 0,50 1/2 Off Off 800 630 425 Off Off 900 036 0,50 1/2 On On 1300 1025 760 Off 1105 871 760 On On 1300 0.50 1/2 Off On 1225 950 685 Off 1041 808 685 Oft On 1250 0.50 1/2 On Off 1150 850 620 Off 940 690 620 On Off 1225 0.50 1/2 Off Off 1075 800 550 Off Off 1200 042 0,75 1 On On 1500 1100 750 Off 1250 900 750 On On 1550 0.75 1 Off On 1425 1010 650 Off 1180 B40 650 Off On 1450 0.75 1 On Off 1300 975 635 Off 1080 800 635 On Off 1400 0.75 1 Off Off 1150 850 625 Off Off 1275 048 0.75 1 On On 1700 1300 975 Off 1400 1080 975 On On 1700 0.75 1 Off On 1625 1240 875 Off 1350 1025 875 Off On 1550 0.75 1 On Off 1450 1100 750 Off 1200 900 750 On Off 1525 0.75 1 Off Off 1300 1000 675 Off Off 1400 060 0,75 1 On On 1850 1750 1175 Off 1540 1450 1175 On On 1850 0'75 1 Off On 1760 1625 1050 Off 1460 1350 1050 Off On 1760 0.75 1 On Off 1720 1575 1015 Off 1425 1300 1015 On Off 1725 0.75 1 _ Off - Off 1680 1525 975 1428 Off Off 1700 Factory CFM settings are in boldface CFM is controlled within 5% up to maximum ESP Maximum ESP includes allowance for wet coil and standard filter DIP switch 9 must be 'OFF' to select dehumidification mode Off SW1 f_"►j l--►1 iH HI r4 ----1 I -1 2/3/10 On 2 1 >Heaing and Cooling 3 4 5 >Auxiliary Healing 6 7 8 9 - Dehumidification 10 WaterFumace works eontinuatly to Improve its products As a result the design and Spectficebons of each product at the time of order may be changed without notice. Please contact Wa erFUrnace at 1898.929 -2637 for latest design and specitKJtions. Purchasers approval of Ihis data set 'knit les that the equipment is acceptable under the provisions tat the fob specification. Statements and other infonnatioo c°nta,ned herein are not express warranties and do not tom dye basis of any bargain between the parties, but art inertly WaterFUmace's opinion or commendation of as products, The latest version of this document is available at veww,waterfumaca.cern. 5D1008HN 02/10 6 Page of From: Contractor: Engineer: Project Name: PO' Unit Tag: - Physical Characteristics 03/07/2011 09:44 #882 P.013/067 ENVISION MR HANDLER 2 -5 Tons Air Handler Model Number (Refrigerant) NAH022I t4AH0261 NAH0301NAH0361 NAH042(NAH048I NAHO60 Evaporator Coil Air Coil Total Face Area, ft2 jm2] 6.94 [0.64] 5.83 [0.54] Tube outside diameter - in. [mm] Tube outside diameter - in. [mm] 3/8 [9.52] 3/8 [9.52] Number of rows 3 Fins per inch 2 I 3 Fins per inch Water In connection - in. [mm] sweat 12 7/8 [22.22] Suction line connection - in. [mm] sweat Water Out connection - in. [mm] sweat 5/8 [15.87] I 7/8 [22.22] Liquid line connection - in. [mm] sweat 2.1 [7.59] 1 3 [10.55] ( 4 [14.06] 1 5 3/8 [9.52] Condensate drain connection - (FPT) in. [mm] Refrigerant 3/4 [19.05] R -410a Nominal cooling capacity - tons [kW] 1.8 [6.44)1 2.1 [7.59] J 2.5 [8.79]1 3 [10.55] 13.5 [12.30)J 4 [14.06] 15 [17.58] Condensate drain connection - (FPT) in. [mm] Blower motor output - hp [W] 3/4 [19.05] [373) 1 1 [746] Blower Wheel Size (Dia x W), in. [mm] Filter Standard - 1" [51mm] MERV3 disposable, in. [mm] 11 x 10 [279 x 254] Blower motor type /speeds 208/230 - 1ph ECM variable speed Shipping weight - lbs. [kg] Blower motor output - hp [W] 220 [99.79] 1/2 [373] I 1 1746) Filter Standard - 1" [51mm] MERV3 disposable, in. [mm] 200 [90.71] 20 x 24 [508 x 635] Electrical characteristics (60hz) 208/230 - 1ph Shipping weight - lbs. [kg] 215 [97.52] 220 [99.79] Operating weight - lbs. [kg] 195 [88.45] 200 [90.71] Air Handier Model Number (Hydronic) NAH026I NAH036J NAH0481 NAH060 Hydronic Coil Air Coil Total Face Area, ft2 [m2] 6.94 [0.64] Tube outside diameter - in. [mm] 3/8 [9.52] Number of rows 3 Fins per inch 13 Water In connection - in. [mm] sweat 7/8 [22.22] Water Out connection - in. [mm] sweat 7/8 [22.22] Nominal cooling capacity - tons [kW] 2.1 [7.59] 1 3 [10.55] ( 4 [14.06] 1 5 [17.58] Condensate drain connection - (FPT) in. [mm] 3/4 [19.05] Blower Wheel Size (Dia x W), in. [mm] 11 x 10 [279 x 254] Blower motor type /speeds ECM variable speed Blower motor output - hp [W] 1/2 [373) 1 1 [746] Filter Standard - 1" [51mm] MERV3 disposable, in. [mm] 20 x 24 [508 x 635] Electrical characteristics (60hz) 208/230 - 1ph Shipping weight - lbs. [kg] 220 [99.79] Operating weight - lbs. [kg] 200 [90.71] NOTE: Water connection dimensions are O.D. 3/11/08 1/11/08 Water Furnace works eontevully to improve its products As a result the design and specifications of each product at the time of order may be changed without notice. Please contact WaterFurnace at i-aE8- 9294837 for latest design and speedications Purchaser's approval of this data set signifies that the equipment re acceptable under the provisions of the lob specification. Statements and other intormatiOn contained herein arc not express warranties and do not form the basis of any bargain between the parties. but are merely WaterFurnaces opinion or commendation of Rs products. The latest version of this document is available at wwwwaterfumaca.com. SD1008HN 02/10 7 Page of From: Contractor: PO Engineer. Project Name: Unit Tag: Electrical Data 03/07/2011 09:45 #882 P.014/067 ENVISION AIR HANDLER 2-5 Tons Model Electr c Heat Capacity suPPIY ... CIFC1.111 Aux. Heat Minimum CFM Rated Voltage Voltage Min/Max Blower Motor FLA Heater Ampadty Total Unit FLA Minimum Circuit A city Maximum Fuse/ HACR KW Brim 240V 240v 208V 240V 208v 240v 208V 240V 208V 240V 022 0 0 - , 208-230/60/1 197/253 4,0 - - 4.0 4.0 5.0 5.0 10 10 4.8 16.382 single 740 4.0 17.3 20.0 21.3 24.0 26.6 30.0 30 30 026 0 0 - 4.0 - - 4.0 4.0 5.0 5.0 10 10 4.8 16,382 single 740 4.0 17.3 20.0 21.3 24.0 26,6 30.0 30 30 030 0 0 4.0 - - 4.0 4.0 5.0 5.0 10 10 4.8 16,382 single 740 4.0 17.3 20.0 21.3 24.0 26.6 30.0 30 30 9.6 32,765 single 900 4.0 34.7 40.0 38.7 44.0 48.4 55.0 50 60 036 0 0 - 4.0 - - 4.0 4.0 5.0 5.0 10 10 4.8 16,382 single 740 4.0 17.3 20.0 21.3 24.0 26.6 30.0 30 30 9.6 32,765 single 900 4.0 34.7 40.0 38.7 44.0 48.4 55.0 50 60 042 0 0 7.0 - 7.0 7.0 8.8 8.8 15 15 9.6 32,765 single 900 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 14.4 49,147 single 1,275 7.0 52.0 60.0 59.0 67.0 73.8 83.B 80 90 14.4 49.147 L1/L2 7.0 34.7 40.0 41.7 47.0 521 56.8 60 60 L3/L4 - 17.3 20.0 17.3 20.0 21.6 25.0 25 25 048 0 0 - _ . 7.0 - - 7.0 7.0 8.8 8.8 15 15 9.6 32.765 single 900 7.0 34.7 40,0 41.7 47.0 52.1 58.8 60 60 14.4 49,147 single 1,275 7.0 52.0 60.0 59.0 67.0 73.8 83.8 80 90 14.4 49.147 L1/L2 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 L3/L4 - 173 20.0 17.3 20.0 21.6 25.0 25 25 060 0 0 - 7.0 - 7.0 7.0 8.8 8.8 15 15 9.6 32,765 single 900 7.0 34.7 40.0 41.7 47.0 521 58.8 60 60 14.4 49,147 single 1,275 7.0 52.0 60.0 59.0 67.0 73.8 83.8 80 90 14.4 49,147 L1/L2 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 L3/L4 - 17.3 20.0 17.3 20.0 21.6 25.0 25 25 192 65,530 single 1,700 7.0 69.3 80.0 76.3 87.0 95.4 108.8 100 110 19.2 65.530 L1/L2 7.0 34.7 40.0 41.7 47.0 52.1 58.8 60 60 L3/L4 .. 34.7 40.0 34.7 40.0 43.4 50.0 50 50 - .... - Rated Voltage of 208/230/60/1 HACR circuit breaker in USA only Low Voltage Point to Point Wiring To Air Handler R G Y1 Y2 From Thermostat R G Y1 Y2 W2 L Air Handler transformer must be 75VA. To Compressor Section R Y1 Y2 L 5/29/08 WarerPurnece works continually to improVe ft1 prodUcts. As a resutt. Me design and specifications of each p55015 05 the bMe of ceder may be changed mthout notice. Please contact VlaterFurnace at 1-888-929-21387 Sce blest 850580 001 mei:if:cations-Purchaser's approve) 05 5115 data set signifies that the equipment is acceotabte under the provisions ot the jOb specification. Statements and other intoimation contained herein 50 004 express warranties and do not form the basis of any bargain between the parties bot are merely WaterFurnaces opinion or commendation alts moducts The latest version of this document is available at WWw.sraterfornaccrom.. SD1008HN 02/10 8 Page of From: Contractor: Engineer' Project Name: PO • Wiring Schematics Unit Tag- 03 /07 /2011 09:45 #882 P.015/067 ENVISION AIR HANDLER 2 -5 Tons Legend a.„,. ».. e hawitordeomtp wren -way I� l "e'+«+waa.o.. cedtebu Mym xNei•ldlers lArLiNARR Oprdstuftioadmais gQ 0.00 Ce .YM> Q A NM .i..1",,, Aes.fyaa..Q FrasW (..0 L,--.0 ew m a.le.pe j af.sc_• pal ILL .. i'l 140161 WarfeAt P PUP Ptenedaav fAf bfRl_ Aw MSepnly. 4P. td ps..s.sh 208-230.6011 ta.d.w — e.p 0weget O.R efy gods 2021.236'6011 I; Air Handler w/ 5kW Electric Heat t- 27&230.5011 nevoid R e- n 0- G 0- a e- e N � Air Handler No Electric Heat Notes: 1 -To operate in 208V mode lopleoe Ma blue Usnsfwmer woe connected to P6-12 w0tt lad transformer wire. 2 - Jumper wires lie sieges (1) wnh (2) and (3) with (4). 3- nip switches are used $o select the art pow. to sss . ®- e • e- .a 0- c ®- O er- e w e- a 9.100 LTA Air Handler w/ 10kW Electric Heat Electric Meal 97P767.01 6133106 WaterFornace ■00e3 c0ntinuoliy Co ehprove its products Asa resort. the design and stseohootion. pl earn pro0txt at the tithe of order maybe changed without notice. Please contact WaterFurnece at I480•929.2817 for latest design and sped, Cations. Purchaser's apWOVat of this data set signifies that the 'moment ment is acceptable under the provisions of the job SpecinCabon. Statements and other 'rdorma1On cOntatned herein are not repress wartanties an0 do not forth the basis of any bargain between the parties. but are merely WaferFumaee's opinion or commendation ores products. The latest version of this document is available et www.weterfvrnace.corn. SD10081-IN 02/10 9 Page of From: Contractor: PO. Engineer: Project Name' Unit Tag' Wiring Schematics cont. Legend ePrmasi --keeeer -I. fi.a4..0ao4.1 Runa.a l> "a GO.. tab[rt O.lmrY wst/ qoto0 �....... A T sac..cma.e.a�le. w..N Q °� G:n h Arm. S.W.. o a.aa -t-. . +� taow 11-0 o c s- n k e..o as S. dm. TN.n Li. Ls dm.. yw.e 0 [wa..w. 20&21016x1 Untotli C 0- ri O- ne- e- we- 01 a c : Ell %VI co .- I ° 0 sw1 c. 1 ° n - 1 Et° —a 0 ir �@'. Lill MI TI - 11 — 01 bwl .n 6.— - Iw. w: o Air Handler No Electric Heat Notes: 1 - To operate in 208Y mode replace the blue transformer vo-e 001410Cged to PB -L2 with red transformer wire. 2- Jasper vises tie stages (1) vldh (2) and (3) wan (4) 3 - Dip switches are used to select the as bow. 4 - For single cirad operation field supplied Jumper vtires should be applied between L1 & L3 and L2 & L4. Jumper wires must be sized to carry the sage circuit empacdy c4 the equpmenl. 03/07/2011 09:45 #882 P.016/067 ENVISION AIR HANDLER 2 -5 Tons la 208-2306011 2008.234601 It Cimxil , I I, C1ci12 I 1 nvrverer R 0 n 0- 0 0- o 0 w0- O A., a c �1 jj co .- I ° 0 sw1 c. 1 17 Ed 01 -� r1 c. 1 1 bwl .n 6.— all. Box On a.a Utz a.. — Air Handler w/ 15kW Electric Heat FJene t Heat 2082305011 208-2306x1 I t ICaran l 1 1 1, Chat I 1at 2 I em.. Y 10.54 90170 b I L - p- _•��._ o COD ^I -_�_ 0 Ell t� .. S„ On 1 Q] di Ed ell 111 01 : l " m bwl .n aw _ M ri toOt 1 0 PPG aw Electric Hat Air Handler w/ 20kW Electric Heat 97P787 -01 6/30708 WalerPUmace works continually to knmove its products. As • result, the design and weahealiOns or each product at the tome W ceder may he charged without notice. Phase contact WaterFYmace at 1 -R8B- 920.2837 for latest design and spetifications. Purchaser s approval of this data set Signifies that the eouIPment is acceptable Under, the provisions or the lob specdkatan. StetementS and other inromwtan contained heron are not express warranties and do not form the basis of any baeain between 0111 patties, but am merely WaterFurna c Cs opinion or commennatan or its products. The latest version of this davmoot is avallable at wwW.Waterh2rnace.com. SD1008HN 02 /10 10 Page of From: Contractor: PO Engineer: Project Name: Unit Tag: Engineering Guide Specifications General The air handler shall provide vertical upflow, downflow, or horizontal configurations in one package. Units shall be listed by a nationally recognized safety - testing laboratory or agency, such as Underwriter's Laboratory (UL) or Environmental Testing Laboratories (lntertek -ETL). The air handler units shall be designed and AHRI performance listed to operate with the Envision Series geothermal split condensing units as provided by WaterFurnace, International of Fort Wayne, Indiana. Each unit shall be pallet mounted and shipped using dense cardboard corners /top and stretch wrap for easy shipping damage inspection. Casing and Cabinet The cabinet shall be fabricated from heavy -gauge galvanized steel and polyester powder coat paint to withstand 1000 hours of salt spray testing. The interior shall be insulated with '/2 in. thick, multi - density, cleanable aluminum foil coated glass fiber with edges sealed or tucked under flanges to prevent the introduction of glass fibers into the discharge air. One large blower compartment access panel shall be provided and shall be removable with supply and return ductwork in place. The internal components layout shall provide for major service with the unit in -place for restricted access installations. The blower assembly access shall be slide -out serviceable via a `works -in -a- drawer' design. The cabinet shall be convertible to horizontal or downflow applications by reconfiguring the cabinet using only a nut driver. The unit shall be 'zero clearance' approved on any of its surfaces. The cabinet shall be divided into two cubes to facilitate easy transport up attic ladders when needed. Standard -size MERV 31 in. filters shall be provided with each unit. Refrigeration Circuit All units shall provide a fin tube air -to- refrigerant heat exchanger of the "A" coil design. The finned tube coil shall be sized for low -face velocity and constructed of lanced aluminum fins bonded to rifled copper tubes in a staggered pattern. The coil shall include an integral corrosion resistant stainless steel drain pan. The thermal expansion valve shall be factory installed and provide proper superheat over the entire liquid temperature range with minimal "hunting." The valve shall operate in the cooling mode through the use of an internal check valve. 0310712011 09:46 #882 P.017/067 ENVISION AIR HANDLER 2.5 Tons Blower Motor and Assembly The blower shall be an oversized direct drive centrifugal type with a dynamically balanced wheel. The housing and wheel shall be designed for quiet low outlet velocity operation and of galvanized or galvalume steel construction. Tight blower housing geometry shall not be permitted. The blower housing shall be removable from the unit without disconnecting the supply air ductwork for servicing of the blower motor through a 'works -in -a- drawer' design. The high efficiency blower motor shall be a variable speed ECM type. The blower motor shall be isolated from the housing by rubber grommets. The motor shall be permanently lubricated ball bearings and have thermal overload protection. Electrical A solid state electronic control module shall be provided for the control of the blower and each stage of electric heat. Single or dual circuit line voltage terminal blocks shall be provided for the air handler power supply, Fuse protection shall be provided for the 75 VA control transformer. Units shall have knockouts for entrance of the low and line voltage wiring. The blower motor shall incorporate a harness plug- connection for easy removal. An integral circuit breaker shalt be provided on all units employing 15 or 20kW electric heat. The control shall maintain the blower operation 30 seconds after the compressor or electric heat have shut off to improve efficiency. Piping Refrigerant connections shall be made using sweat copper joints. The condensate connections shall be a 3/4 in. FPT thread. WaterFurnace work continually to improve its products. K a result. the design and specifications of each product at the time of order maybe changed without nonce. Please contact WaterFurnace at 1- 888.929.2637 for latest design and specifications Purchaser's approval of this data set srgniries that the equipment is acceptable under the wowsions of the lob specification. Statements and otter information contained herein are not express warranties and do not form the basis of any bargain between the patties but are merely WaterF.anace's opinion or commendation d its products. The latest version of this document is available at www.waterfumace.com. SD1008HN 02/10 11 Page of From: 03/07/2011 09:47 #882 P.021/067 ENVISION- RESIDENTIAL R -410A Refrigerant Single Speed: 2 -6 Tons Dual Capacity: 2 -6 Tons Submittal Data English Language /IP Units SD1000AN 12/09 From: Contractor: P 0 Engineer' Project Name* Unit Tag' Model Nomenclature 03/07/2011 09:47 #882 P.022/067 ENVISION Residential Series 2 -6 Tons 60Hz Model Type N = Envision Compressor Type D = Dual Capacity 5 = Single Speed 2 3 4 -6 7 8 9 10 11 12 13 14 -15 1 D1V1048IAI Cabinet Configuration V = Vertical H = Horizontal Unit Capacity Vintage A = 036 -072 top discharge & horizontal 022 -072 bottom & rear discharge B = 022 - 026 -030 top discharge &horizontal Voltage I1 1 (C ( T I L (AP 1 = 208 - 230/60/1 Hot Water Options 0 = No Hot Water Generation, No IntelliStart'" 1 = Hot Water Generation with factory installed pump, No IntelliStart 3 = No Hot Water Generation, IntelliStart 4 = Hot Water Generation with factory installed pump, IntelliStart L Filter Option AP = AlpinePure 411* Blank = 2" MERV 11 Filter NOTES: All models include sound kits as standard equipment. * Vertical configurations only Return Air Configuration L =Left R = Right Discharge Air Configuration T =Top S = Side E = End B = Bottom R = Rear Coax Options C = Copper N = Cupronickel Fan Options 0 =PSC 1 = ECM 2 = Oversized ECM (036, 038, 042, 048, 049) 3 = Oversized PSC (022, 030, 036, 042, 048) WaterFurndce works continually to improve Os products AS a result. the oes:gn and &Peed - cations of each pr0duet at the term of order may be changed without notice. Please contact Wate'Forn8Ce at 1.888- 929.2837 for 133851 design an0 specifications Purchaser's approval of this data set Signifies that the equipment is acceptable under the provis.ens of the tab specification. Statements and other information contained herein are Ml e00ress waaant.es and do not roan rho basis o1 any barr,vn between the parbek but ate merely Waternurnace's opnien or commendatron o'.9 products. The latest version or this document is available at www.watettemace.con, SD1000AN 12/09 2 Page of From: Contractor: P O Engineer' Project Name: Unit Tag. 03/07/2011 09:47 #882 P.023/067 ENVISION Residential Series 2 -6 Tons 60Hz AHRVISO /ASHRAE 13256 -1 Performance Standard The performance standard AHRI/ASHRAE /ISO 13256 -1 became effective January 1, 2000 and replaces ARI Standards 320, 325, and 330. This new standard has three major categories: Water Loop (comparable to ARI 320), Ground Water (ARI 325), and Ground Loop (ARI 330). Although these standards are similar there are some differences: Unit of Measure: The Cooling COP The cooling efficiency is measured in EER (US version measured in Btuh per Watt. The Metric version is measured in a cooling COP (Watt per Watt) similar to the traditional COP measurement. Water Conditions Differences Entering water temperatures have changed to reflect the centigrade temperature scale. For instance the water loop heat- ing test is performed with 68 °F (20 °C) water rounded down from the old 70 °F (21.1 °C). Air Conditions Differences Entering air temperatures have also changed (rounded down) to reflect the centigrade temperature scale. For instance the cooling tests are performed with 80.6 °F (27 °C) dry bulb and 66.2 °F (19 °C) wet bulb entering air instead of the tra- ditional 80 °F (26.7 °C) DB and 67 °F (19.4 °C) WB entering air temperatures. 80.6/66.2 data may be converted to 80/67 using the entering air correction table. This represents a significantly lower relative humidity than the old 80/67 of 50% and will result in lower latent capacities. Pump Power Correction Calculation Within each model, only one water flow rate is specified for all three groups and pumping Watts are calculated using the following formula. This additional power is added onto the existing power consumption. • Pump power correction = (gpm x 0.0631) x (Press Drop x 2990) / 300 Where 'gpm' is waterfiow in gpm and 'Press Drop' is the pressure drop through the unit heat exchanger at rated water flow in feet of head. Fan Power Correction Calculation Fan power is corrected to zero external static pressure using the following equation. The nominal airflow is rated at a specific external static pressure. This effectively reduces the power consumption of the unit and increases cooling capac- ity but decreases heating capacity. These Watts are significant enough in most cases to increase EER and COPs fairly dramatically over ARI 320, 325, and 330 ratings, • Fan Power Correction = (cfm x 0.472) x (esp x 249) / 300 Where 'cfm' is airflow in cfm and 'esp' is the external static pressure at rated airflow in inches of water gauge. ISO Capacity and Efficiency Calculations The following equations illustrate cooling calculations: • ISO Cooling Capacity = Cooling Capacity (Btuh) + (Fan Power Correction (Watts) x 3.412) • ISO EER Efficiency (W /W) = ISO Cooling Capacity (Btuh) x 3,412 / [Power Input (Watts) - Fan Power Correction (Watts) + Pump Power Correction (Watt)] The following equations illustrate heating calculations: • ISO Heating Capacity = Heating Capacity (Btuh) - (Fan Power Correction (Watts) x 3.412) • ISO COP Efficiency (W /W) = ISO Heating Capacity (Btuh) x 3.412 / [Power Input (Watts) - Fan Power Correction (Watts) + Pump Power Correction (Watt)] Comparison n test conamons AR! 320 ISO /AHRi 13256-1 WLHP ARI 325 ISOIAHRI 13256 -1 GWHP ARI 330 ISO/AHR! 1325 13256-1 GLHP Cooling , Entering Air - DB/W8 °F 80/67 80.6/66.2 80/67 80.6/66.2 80/67 80.6/66.2 Entering Water - °F 85 86 50/70 59 77 77 Fluid Flow Rate •• '• e• ee Heating Entering Air - DB/WB °F 70 68 70 68 70 68 Entering Water - °F 70 68 50/70 50 32 32 Fluid Flow Rate a •- .. •a •• •a Note ': Flow rate is set by 10 °F rise in standard cooling test Note ": Flow rate is specified by the manufacturer Part load entering water conditions not shown, WLHP = Water Loop Heat Pump; GWHP = Ground Water Heat Pump; GLHP = Ground Loop Heat Pump Conversions: Airflow (Ips) = CFM x 0.472; ESP (Pascals) = ESP (in wg) x 249; WaterFlow (lps) = GPM x 0.0631; Press Drop (Pascals) = Press Drop (ft hd) x 2990 WMerF°rneee works continually t0 improve 4s products. As a result. the 0 °sign end specilrcahens of each product el the time of 0rtles may De Changed without notice. Please contact Waterfornate at 1-688 - 929.2057 for latest design WO specifioa hona. Purchaser's approval of this data set sgn,f Ws Mat the oq.,iorneni is acceptable under the provisions 0l the lob speaheaoon. Statements and othw Information contained herein are not express wnrsanhes ono o° not torn the be 05 any bargain between the panes. but we Storey WaterF..naces ooavon or cemmendat.on of ifs products. The latest ve,ken of this dtxument rs available et www.waterfurnace.com SD1000AN 12/09 3 Page of From: Contractor: P 0* Engineer' Project Name: Unit Tag' AHRI /ISO 13256 -1 Performance Ratings 03/07/2011 09:47 #882 P.024/067 ENVISION Residential Series 2 -6 Tons 60Hz Model Cap. Mod Motor Row Water Loop Heat Pump Ground Water Heat Pump Ground Loop Heat Pump Rate Cooling EWT 86'F Heating EWT 68'F Cooling EWT 69 °F Heating EWT 60 °F Cooling Brine Full Load 77°F Part Load 68•F Heating Brine Full Load 32'F Part Load 41'F gpm cfm Capacity Btuh EER BtuhiW Capacity Btuh COP Capacity Btuh EER BtuhfW Capacity Btuh ' ' COP Capacity Btuh EER BtuhlN Capacity Btuh COP 026 Full Part ECM ECM 8 7 950 750 26,000 19,500 16.0 18,6 31,000 22,600 5.5 6.3 29,000 22.000 24.0 31.2 25,300 18,100 5.0 5.4 27,200 21,500 18.6 26.8 19,500 16,200 42 4,7 038 Full Part ECM ECM 9 8 1300 1150 39,000 28.000 17.2 20.1 42,200 30,300 5.5 6.5 39,400 30.500 24.1 32.1 34,800 24,800 5.0 5.4 40,200 30,100 20.1 30.0 27.000 22.300 4.2 5.1 049 Full Part ECM ECM 12 11 1400 1200 48,300 35.900 15.8 18.1 57,400 41,900 5.1 6.1 53.200 37,800 22.7 28.3 47,200 34,000 4.7 5.2 50,000 38,700 18.0 25.1 37.400 31,000 4.1 4.7 Full ECM 16 1800 64,500 16.2 72,500 5,1 70,700 22.7 56,800 4.6 67,600 18.0 45,800 3.9 Part ECM 14 1500 47,000 18.2 51,500 5.8 51.500 29.3 39,600 4.8 51,100 25.6 36,000 4.2 072 Full Part ECM ECM 18 16 2000 1800 71,000 54,000 15.0 16,6 86,700 63,400 5.0 5.4 79,900 62,200 20.4 26.0 67,900 51,000 4.4 4.6 73,600 58,800 16.8 23.1 54,100 45,000 36 4.3 022 single single ECM PSC 8 8 800 750 20,700 20.600 17.5 17.2 25,300 25,000 6.2 6.0 23,500 23,000 30.0 28.0 19,800 19,800 5.3 5.0 21,700 21.200 21,0 20.3 15,000 15,000 4.0 3.8 030 single single ECM PSC 8 8 1000 900 28.300 28.100 19.2 18.2 32,700 32,700 5.8 5.5 31,300 30,900 28.8 27.1 25,800 25.800 5.0 4.8 29.400 29,200 21.9 21.1 20,000 19,800 4.0 3.8 036 single single ECM PSC 9 9 1200 1200 34,500 34.100 19.6 17.6 38,000 37,900 6.1 5.6 37,200 36,300 30.1 25.7 30,300 30,300 5.2 4.7 35,000 34,600 22.0 19.6 24,100 24.100 4,4 4.0 042 single single ECM PSC 11 11 1300 1300 40,600 40,100 19.2 16.6 44,100 44,100 5.9 5,3 45.200 44,600 29.5 24,5 34,900 34,900 52 4,6 42,000 41,600 21.4 18.6 27,500 27.500 4.2 3.7 single ECM 12 1500 47,000 17.5 55,400 5.5 52,000 26.1 45,100 4.8 49,300 19.7 35,300 4.0 single PSC 12 1500 46,400 15.5 55,400 5.0 51.600 22.5 45,100 4.3 48.900 17.3 35,300 3.6 060 single single ECM PSC 15 15 1800 1800 64,300 64.000 17.2 16.0 69,800 69,800 5.4 5.1 72,000 71,700 26.1 24.6 55,100 55,100 4.7 4.4 66,800 66.800 19.5 18,5 43,200 43,200 3.9 3.7 070 single single ECM _ PSC 18 18 2000 2000 70,600 70,600 16.0 15.1 84,300 84,300 5.1 4.7 79,100 77,500 23.8 21.6 66,100 _ 66,100 4.4 4.0 73,200 __ 73,200 18.2 17.2 52,000 52,000 3,7 3,4 sn {,flit Cooing capacities lased upon 80.6'F DB, 662'F WB entering air temperature Heating capacities based upon 68'F DB, 59'F WB entering air temperature AM ratings based upon 208V operation tisd CERTIFIED WalerFurnace works conlmyiMly tit mp,ove rts products- %.s a •csult. the design end specihca■ons of each orn,UCt at she time on order may be Changed without 0811(e. Please contact WalerFornace at 1- 888 - 929.2837 for latest Pavan ant spe<,flcahons. Pwohaser'S approval or this data set Samhes that the equipment is acceptable under the prov ■s,ons of the job spec,hcapon. Statements and other ,nnonnanon contained Perm are not exixess warrarpes and lip not fprm the basis of any bargain between the partiea but a•e merely WaterFurnace's opinion w yemmendalron o`ds proP.xts. The Latest version of th.s doCt,nent is evadable at www.watertymace corn. SD1000AN 12/09 4 Page of From: Contractor: PO Engineer. Project Name: Unit Tag. Fan Performance Data - PSC 03/07/2011 09:48 #882 P.025/067 ENVISION Residential Series 2 -6 Tons 60Hz Standard PSC Motor Model Fan Spd Blower Size Motor HP Airflow (cfm) at External Static Pressure 8n. wg) Model 0 0.05 0,10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.60 0.70 0.80 0.90 1.00 022 H M L 9x 7 1/5 1110 850 750 1095 845 745 1080 835 740 1065 825 735 1045 815 725 1020 805 715 995 795 700 970 775 685 945 755 670 915 735 650 880 715 63D,' 810 A a - : `' `^0" = >> = . ,ve. 760 030 H M L 9 z 7 113 1290 1100 910 1270 1090 905 1245 1075 900 1220 1060 895 1190 1045 885 1160 1020 875 1125 995 865 1090 970 B50 1055 940 835 1020 910 810 985 875 780 880 785 710 760 625 560 3:�C = x ` °r . _ l .�, -� . N: 036 H M L 9x7 1/2 1665 1465 1130 1640 1445 1115 1610 1425 1100 1580 1400 1090 1550 1375 1075 1515 1350 1035 1480 1325 995 1450 1260 965 1415 1190 930 1315 1140 895 1215 1090 860 1090 990 795 980 890, 730 - r 042 H M L 10 x 10 1/2 2010 1670 1220 1975 1650 1215 1940 1630 1210 1905 1610 1295 1870 1590 1200 1825 1560 1180 1780 1530 1160 1735 1495 1130 1690 1460 1100 1640 1425 1060 1590 1390 1020 1470 1190 930 1210 1080 -. ;:'4''''''''''',.....-..r,-..=:, . Ate'. f -�� 048 H M L 10x 10 1/2 2010 1670 1220 1975 1650 1215 1940 1630 1210 1905 1610 1295 1870 1690 1200 1825 1560 1180 1780 1530 1160 1735 1495 1130 1690 1460 1100 1640 1425 1060 1590 1390 1020 1470 1190 930 1210 1080 - r - 060 H M L 11x 10 1 2430 2265 2075 2400 2235 2050 2365 2205 2020 2330 2175 1995 2290 2145 1965 2255 2110 1940 2215 2070 1915 2180 2035 1885 2140 2000 1850 2095 1960 1820 2045 1915 1785 1945 1825 1720 1835 1730 1610 1715 1510 1330 1605 1440 1260 1505 1335 1175 070 H Al L 11 x 10 1 2430 2265 2075 2400 2235 2050 2365 2205 2020 2330 2175 1995 2290 2145 1965 2255 2110 1940 2215 2070 1915 2180 2035 1885 2140 2000 1850 2095 1960 1820 2045 1915 1785 1945 1825 1720 1835 1730 1610 1715 1510 1330 1605 1440 1260 1505 1335 1175 Optional High Static PSC Motor Factory settings are in Bold High•Static option not available for 060 and 070 Air how values are with dry cal and standard filter For wet coil performance first calculate the face velocity of the air coil (Face Velocity (fpm] = Airflow (cfm] / Face Area (sq fl]). Then for velocities of 200 fpm reduce the static capability by 0.03 in. wg, 300 fpm by 0.08 in. wg, 400 fpm by 0.12in. wg. and 500 fpm by 0.16in.wg. Waterrurnace works coot,pally to approve its products. As a result. the desgn and specohcabons of each product at the bate of order may be changed without nctice. Please Contact WaterFUrnace at i- 985.929.2&37 for latest desgn and 00000catasn5. Purchaser's approval of dux data Set signifies that the equipment o accaptabk under the prav:stcns of the tub specthCat,on. Statements and other intormatxn contained hereon are not express warranties and do not form the toasts of any bargain between the parties, but are merely Water FurnocE s maroon or commendation of its products. The latest version of lho document is available at wwwwatersumace.com. SD1000AN 12/09 5 Page of Fan Blower Motor Airflow (cfm) at External Static Pressure (in. wg) Model Spd Size HP 0 0.05 0.10 0.15 020 0.25 0.30 0.35 0.40 0.45 0.50 0.60 0.70 0.80 0.90 1.00 H 1290 1270 1245 1220 1190 1160 1125 1090 1055 1020 985 880 760 -. "'`' 022 M 9 x 7 113 1100 1090 1075 1060 1045 1020 995 970 940 910 875 785 625 ��4,,;.. 1. 910 905 900 895 885 875 865 850 835 810 780 710 560 14 1365 1340 1325 1305 1280 1250 1215 1180 1140 1100 1055 960 850 030 M 9 x 7 1/2 1040 1040 1035 1030 1020 1005 990 970 945 915 885 810 735 L 880 880 880 880 875 870 860 840 820 800 775 730 480 H 1930 1905 1875 1840 1805 1765 1725 1680 1635 1530 1425 1270 1150 1025 a 036 M 9x 7 112 1635 1620 1600 1580 1555 1530 1505 1465 1425 1335 1240 1135 1035 775 e L 1230 1230 1225 1215 1200 1165 1130 1095 1060 1035 1005 935 795 675 -.. H 2115 2075 2035 1980 1920 1900 1880 1840 1795 1730 1660 1390 1225 1070 ... 042 M 10 x 10 314 2005 1980 1950 1910 1865 1815 1765 1725 1685 1585 1485 1315 1140 1025 L 1860 1835 1805 1780 1750 1715 1675 1635 1590 1540 1490 1260 1115 980 J H 2115 2075 2035 1980 1920 1900 1880 1840 1795 1730 1660 1390 1225 1070 r yti 048 M 10 x 10 3/4 2005 1980 1950 1910 1865 1815 1765 1725 1685 1585 1485 1315 1140 1025 1860 1835 1805 1786 1750 1715 1675 1635 1590 1540 1490 1260 1115 980 Factory settings are in Bold High•Static option not available for 060 and 070 Air how values are with dry cal and standard filter For wet coil performance first calculate the face velocity of the air coil (Face Velocity (fpm] = Airflow (cfm] / Face Area (sq fl]). Then for velocities of 200 fpm reduce the static capability by 0.03 in. wg, 300 fpm by 0.08 in. wg, 400 fpm by 0.12in. wg. and 500 fpm by 0.16in.wg. Waterrurnace works coot,pally to approve its products. As a result. the desgn and specohcabons of each product at the bate of order may be changed without nctice. Please Contact WaterFUrnace at i- 985.929.2&37 for latest desgn and 00000catasn5. Purchaser's approval of dux data Set signifies that the equipment o accaptabk under the prav:stcns of the tub specthCat,on. Statements and other intormatxn contained hereon are not express warranties and do not form the toasts of any bargain between the parties, but are merely Water FurnocE s maroon or commendation of its products. The latest version of lho document is available at wwwwatersumace.com. SD1000AN 12/09 5 Page of From: Contractor: PO - Engineer- Project Name- Unit Tag. Fan Performance Data - ECM 03/07/2011 09:48 #882 P.026/067 ENVISION Residential Series 2 -6 Tons 6OHz Single Speed MODEL MAX AIR PLOW,pIP SWITCH SETTINGS 1 2 3 4 5 1 6 7 8 s 10 11 12 ESP 022 0,50 400 500 600 700 800 800 - 1000 110o 1200 038 0.60 650 750 L M 1100 . H "- 1300 . - 1400 .. 1500 .. DSO 0,50 Boo 400 500 600 700 300 - 300 1000 1100 1200 w/1110. 0.75 L L M H 036 0.50 550 750 850 1000 1100 1200 1300. 1400 1600 049 0.75 800 900 L 1200 M 1500 H 1850 2000 2200 2300 2400 035 800 1000 1100 1300 '1500 " " 1600 1800 wilt*. 0.75 800 950 M H 042 0.50 650 800 900 1050 1150 1260 1350 "- 1450 -- 1550 072 0.76 800 950 L 1300 M -1750 " ".. ". ,1960::. H - ',2300 042 0.75 800 900 1000 1200 - 1400 ;. 1800 - 1700 '- "" 1650 2000 2200 2300 2400 wfthpe L 048 0.50 fi50 800 900 1050 1150 1250; 1350 : 1450 1550 045 a.73 800 900 1000 1200 1400 `1600 1700 - ". 1850 "- 2000 2200 2300 2400 wflhpe L M H 060 0.75 800 950 1100 1300 1500. -1760 "1950 " "2100 -" 2300 L M H 070 0.75 Boo 950 1100 1300 .1500. - 1750 1550 -: 2100 Factory settings are at recommended L-M-H D(P switch locations M•H settings MUST be located within boldface CFM range Lowest and Highest DIP switch settings are assumed to bet and H respectively Dural Capacity CFM is controlled within 1,54 up to the maximum ESP Max ESP Includes allowance for wet cot and standard filter MODEL MAX AIR FLOW p1P SWITCH SETTINGS 1 2 3 4 6 6 7 8 9 10 11 12 ESP 026 0.60 400 500 600 - 700. - '800 -.-. '900 1000 ". 1100 1200 038 0.60 650 750 850 1000 1100 . ... 1200 -: "- 1300 . - 1400 .. 1500 .. 038 Boo 1000 1100 1300 ". 1500 -: .1600 1800 w/1110. 0.75 L 049 0.50 650 800 L 900 1050 1150 ":.1250 1350 < 1450 '.. .1550.__ - 049 0.75 800 900 1000 1200 1400 1500 1700 1850 2000 2200 2300 2400 WFlhpe L 064 0.75 800 950 1100 1300 L 072 0.76 800 950 1100 1300 . -1500 ". -1750 " ".. ". ,1960::. 2100. - ',2300 Factory settings are at recommended L -M -H DIP switch locations M -H settings MUST be located within boldface CFM range Lowest and Highest DIP switch settings are assumed to be L and H respectively CFM is controlled within t5% up to the maximum ESP Max ESP includes allowance for wet coil and standard filter A 12- position DIP switch package on the control allows the airflow levels to be set for low, me- dium, and high speed when using the ECM2 blower motor. Only three of the DIP switches can be in the "on" position. • The first "on" switch (the lowest position number) determines the low speed fan setting. • The second "on" switch determines the medium speed fan setting. • The third "on" switch determines the high speed fan setting. The example to the right shows SW1 on the control board configured for the following 042 air- flow settings. • Low Speed Fan: 900 CFM • Medium Speed Fan:1150 CFM • High Speed Fan:1450 CFM Off 113000 SW1 )-1 N---1 HI t~i ) • - 1 lr 1-4 -I on 2 3 4 5 6 7 8 9 10 11 12 Wate,Purnace works continually to ima,ove Its products. Asa result. the design anti specifications of each Product at the time of order may be changed without notxe. Please contact Wate?FUrnace at 1.8885,25.2037 for latest design and snecaxelrrnn. Pruchaser's ap ooval ar this Pala set signifies that the rasarhenl is acceptable under the provisions of the job spank&& ton, Statements and other alormatan contained herein are not tapress warranties and do rat Iona the basis of any bargain between the parties. but are merely WaterFurnace's epinron or commendation of its products. The latest version of this document is available at www,waterl.,natttom. SD1000AN 12/09 6 Page of From: Contractor: PO* Engineer Project Name: Unit Tag' Physical Data - Single Speed 03/07/2011 09:54 #882 P.027/067 ENVISION Residential Series 2 -6 Tons 6OHz Model SINGLE SPEED L. NS022 I NS030 1 N5036 1 NS042 i N5048 I NSO60 1 N5070 Compressor (1 each) Copeland Scroll Factory Charge R410A, oz [kg) Vertical 62 [1.76] 62 [1.761 82 [2.32) 82 [2.32] 98 [2.78] 110 (3,12] 146 [4.14) Factory Charge R410A, az [kg] Horizontal 60 [1.70] 1 66 [1,873 82 [2.32] 82 [2.32] 98 [2.78] 94 [2.67] 122 [3.46] Fan Motor & Slower Fan Motor Type /Speeds ECM ECM Variable Speed PSC PSC 3 Speeds Fan Motor- hp (W] ECM 1/2 [373] 1/2 [373] 1/2 [373) 1/2 [373] 1/2 [373] 1 [746] 1 [746] PSC 1/5 [149] 1/3 [249] 1/2 [373] 1/2 [373] 1/2 [373] 1 [7467 1 [746] Optional - Oversized PSC Fan Motor - hp [W] PSC 1/3 [249] 1/3 [249] 1/2 [373] 3/4 [560] 3/4 [560] Not Available Not Available Blower Wheel Size (Dia x W), in [mm] ECM 9x7 [229 x1781 9x7 [229 x 178] 11x10 [279 x 254] 11x10 [279 x 254] 11x10 [279 x 2541 11x10 [279 x 254] 11x10 [279 x 254] PSC 9x7 [229 x 1781 9x7 [229 x 178] 10x10 [254 x 254] 10x10 [254 x 254] 10x10 [254 x 254] 11x10 [279 x 254] 11x10 [279 x 254) Coax and Water Piping _ Water Connections Size - Swivel - in [mm] 1 [25.4] 1 [25.4] 1 [25.4] 1 [25.4) 1 [25.4] 1 [25.41 1 [25.4] HWG Connection Size - Swivel - in [mm) 1 (25.4] 1 [25.4) 1 [25.4] 1 [25.4] 1 [25.4] 1 [25.4] 1 (25.4] Coax & Piping Water Volume - gal [t] 0.7 [2.6] _ 1.0 [3.8] 1,3 4,9] 1.3 [4.9] 1 1.6 [6.1] 1.6 [6.1] 2.3 [8 -7] Vertical Air Coil Dimensions (H x W), in [mm) 28 x 20 [711 x 542] 28 x 20 [711 x 5421 28 x 25 [711 x 635] 32 x 25 [813 x 635] 32 x 25 (813 x 635] 36 x 25 [914 x 635] 36 x 25 [914 x 635] Air Coil Total Face Area, ft' [m'] 3.9 [0.3621 3.9 [0.362] 4.9 [0.451] 5.6 [0.570] 5.6 [0.5707 6.3 [0.641] 6.3 [0.641] Air Coil Tube Size, in [mm] 3/8 [9.5] 3/8 [9.51 3/8 [9.5) 3/8 [9.5] 3/8 [9.5) 3/8 [9.5] 3/8 [9.5] Air Coil Number of rows 3 3 3 3 3 4 4 Filter Standard - 2 in [51 mm] Pleated MERV 11 Throwaway, in [mm] 2B x 24 [712 x 610] 28 x 24 [712 x 610] 28 x 30 [712 x 762] 32 x 30 [813 x 762] 32 x 30 [813 x 7621 36 x 30 [914 x 762] 36 x 30 [914 x 762] Weight - Operating, Ib [kg] 305 [138] 320 [145] 365 [166] 380 [172] 420 [190] 455 [206] 480 [218] Weight - Packaged, lb [kg) 315 [143) 330 [150] 375 [170] 390 [177] 430 [195] 465 [211] 490 [222] Horizontal Air Coil Dimensions (H x W), in [mm] 18 x 30 [457 x 7621 18 x 30 [457 x 762) 20 x 35 [508 x 889] 20 x 40 [508 x 1016) 20 x 40 [508 x 1016] 20 x 45 [508 x 1143] 20 x 45 [508 x 1143] Air Coil Total Face Area, ft' [m') 3.9 [0.362] 3,9 [0.362] 4.9 [0.451] 5.6 [0.570) 5.6 [0.570) 6.3 [0.641] 6.3 [0.6411 Air Coil Tube Size, in [mm] 3/8 [9,5] 3/8 [9.5] 3/8 [9.5] 3/8 [9.5] 3/8 [9.5) 3/8 [9.5] 3/8 [9,5] Air Coil Number of rows 3 3 3 3 3 3 3 Filter Standard - 2 in [51 mm] Pleated MERV 11 Throwaway, in [mm] 1 -18 x 32 [457 x 8131 1 - 18 x 32 [457 x 813] 1 - 20 x 37 [686 x 940] 1 -20x20 [508 x 508] 1 - 20 x 22 [508 x 559] 1 -20x20 [508 x 508) 1 - 20 x 22 (508 x 559] 1 -20x25 [508 x 635] 1 - 20 x 22 [508 x 559] 1 -20x25 [508 x 635] 1 - 20 x 22 [508 x 5591 Weight - Operating, Ib [kg) 307 [139] 322 [146] 370 [168] 385 [175] 425 [193] 460 [209] 485 [220] Weight - Packaged, Ib [kg] 322 [1461 337 [153] 385 [175] 400 [181) 440 [200] 475 [215] 500 [227] 10/23/07 WaterFurnace works continually to vnprove its products. AS a resW1. the oesgn and Specification of each pro0VCt at the time of Order may tit changed without notice, Phase Contact WaterFurnace al 1.666- 929.2637 for latest desgn any <ibcahpns- Pure haled approval of this data set signifies that the equipment d acceptable under the provisions or the rob speed [cation. Statements and other Mtormal.on contained hereto are not express warranties anp ao not torn the boars or anv bargain ber weep the parties. but ere rowels Wale /Furnace's opinion or commendation or its products. The latest ve, Sion or this document is available at wvfwwatert.lrnace.com SD1000AN 12/09 7 Page of From: Contractor: PO Engineer. Project Name: Unit Tag: Physical Data - Dual Capacity 03/07/2011 09:54 #882 P.028/067 ENVISION Residential Series 2 -6 Tons 60Hz Model DUAL CAPACITY 026 038 1 049 1 064 1 072 Compressor (1 each) Copeland 2 -speed Scroll, UkraTech Factory Charge R410a, oz [kg] Vertical 62 (1.76] j 78 12.21) 89 12.521 122 (3.46) 140 [3.97) Factory Charge R410a, oz [kg] Horizontal 60 (1.70) 76 [2.16) 89 1252) 124 [3.52] 160 [4.54] ECM Fan Motor & Blower Fan Motor Type/Speeds ECM Variable Speed an Motor - hp [W] 1/2 [373) 1/2 13731 1(2 (373) 1 [746) 1 [746) Blower Wheel Size (Die x 69]. in. [mm] 9 x 7 1229 x 178] 11x10 [279 x 254] 11x10 (279 x 254] 11x10 (279 x 254] 11x10 [279 x 254) Coax and Water Piping Water Connections Size - Swivel - in [mm) 1-125.4) 1" [25.4) 1'125.4) 1" (25.4) 10125.4) /4*83 Connection Size - Swivel - in Immj 1" [25.4) 1" (25.4) 1" [25.4) 1" [25.4) r [25.4) Coax 8 Piping Water Volume -gal [I] 0.7 [2.6] 1,3 [4.9] 1.6 (6.1] 1.6 (6.1) 2.3 [8.7] Vertical Air Cott Dimensions (H x W), in. (trim] (711x541 1711 28 x 25 (711x6351 32x25 (813x6351_ 36 x 25 ]914x635] 35 x 25 (914x11351 Air Coil Total Face Area, ft2 (tn2] 3 9 [0.362) 4.9 (0.4511 5.6 [0.570] 6.3 [0.641] 6 3 [0.641] Air Coil Tube Size. in 1rrm] 3/8 [9.5) 3/8 [9.5) 3/8 (9.51 3/8 19 5) 3/8 (9.5] Air Coil Number cif rows 3 3 3 4 4 Fitter Standard - 2" (51mm] Pleated MERV11 Throwaway, in (mm] 28 x 24 (712 x 6101 28x30 (712 x 7621 32x30 (813 x 7621 36x30 (914 x 762) 36x30 (914 x 762] Weight - Operating, lb [kg] 305 [138] 370 [1681 420 [190) 485 [211] 480 (218) Weight - Packaged, lb [kg) 315 (143] 380 (1721 430 [195) 475 [215] 490 [2221 Horizontal Air Coil Dimensions (H x VV), in. (mmj 18x30 [457 x 7621 20x35 [508 x 681 20x40 [306 x 10161 20x45 [508 x11431 20 x 45 [508 x 1143] Air Coil Total Face Area, 62 [m2] 3.910.3621 4.9 )0.451) 5.8 )0.570] 8.3 10.6411 6.3 )0.641] Atr Coil Tube Size, in (mm) 3/8 [9.5) 3/8 19.5) 3/8 (9.5) 3/8 [9.5) 318 19.5) Air Coil Number of rows 3 3 3 4 4 Filter Standard - 2" (51rnro1 Pleated MERV1 t Throwaway, in [mm] 1 - 18 x 32 [457 x 813] 1 -20 x 37 [686 x 9401 1 -20x20 1508 x 508) 1.20 x22 (508 x 5591 1.20x25 (508 x 635] 1 - 20x22 [508 x 559] 1 -20x25 1508 x 635) 1 - 20 x 22 [508 x 559) Weight • Operating, lb [kg] 307 [139) 375 (170] 425 (193] 470 (213) 485 )220) Weight - Packaged, tb pig) 322 (146) 390 [177] 440 [2001 485 [220) 500 [227] NOTES: Sizes 038, 049 also available with ]HP blower motor (ECM only). 4/9/07 WaterFurnace works contirmay to improve its products. Asa result. the design and specifications of each product at the lane of order may be changed without notice. Please contact Waterrurnace at -888. 929.2837 kir latest design ana specifications. Purchaser's app•oval of rhos data set srgrkfies that the equipment is acceptable under the provisions of the pb specification. Statements and otner n,fonnapon contained herein are not *egress warranties and do not toter the basis o +anyba/gxn between the parties, but are ',wet), WaterF jrna ;e's opavon or commendation or its products. The latest version of this document is available at www.waterfurnace.com. SD1000AN 12/09 8 Page of From: Contractor: PO' Engineer* Project Name' Electrical Data Unit Tag' 03/07/2011 09:55 #882 P.029/067 ENVISION Residential Series 2 -6 Tons 60Hz Single Speed ECM2 Model Rated Voltage Voltage Min/Max Compressor HWG Pump FLA Ext Loop FLA Fan Motor FLA Total Unit FLA Min Cite Amp Max Fuse/ HACR MCC RLA LRA LRA” 022 208- 230/60/1 197/254 14.0 9.0 48.0 17.0 0.4 5.4 4.0 18.8 21.0 30 030 208- 230/60/1 197/254 20.0 12.8 58.3 21,0 0,4 5.4 4.0 22.6 25.8 35 036 208 - 230/60/1 197/254 22.0 14.1 73,0 26.0 0.4 5.4 4.0 23.9 27.4 40 036' 208-230/60/1 197/254 22.0 14.1 73.0 26.0 0.4 5.4 7.0 26.9 30.4 40 042 208 - 230/60/1 197/254 26.0 16.6 79.0 28.0 0.4 5.4 4,0 26.4 30.6 45 042' 208 - 230/60/1 197/254 26.0 16.6 79.0 28.0 0,4 5.4 7.0 29.4 33.6 50 048 208 - 230/60/1 197/254 31.0 19.8 109.0 38.0 0.4 5.4 4.0 29.6 34.6 50 048' 208- 230/60/1 197/254 31.0 19.8 109.0 38.0 0.4 5.4 7.0 32.6 37.6 50 060 208- 230/60/1 197/254 41.2 26.4 134.0 47.0 0.4 5.4 7.0 39.2 45.8 70 070 208- 230/60/1 197/254 47.0 30.1 158.0 55.0 0.4 5.4 7.0 42,9 50.4 80 5/6/09 Dual Capacity ECM2 Model Rated Voltage Voltage Min /Max Compressor HWG Pump FLA Ext Loop FLA Fan Motor FLA Total Unit FLA Min are Amp Max Fuse/ HACR MCC RLA LRA LRA** 026 208 - 230/60/1 197/254 16.0 10.2 52.0 18.0 0.4 5.4 4,0 20.0 22.6 30 038 208 - 230/60/1 197/254 26.0 16.6 82.0 29.0 0.4 5.4 4.0 26.4 30.6 45 038' 208 - 230/60/1 197/254 26.0 16.6 82.0 29.0 0.4 5.4 7.0 29.4 33.6 50 049 208 - 230/60/1 197/254 33.0 21.1 96.0 34.0 0.4 5.4 4.0 30.9 36.2 50 049' 208 - 230/60/1 197/254 33.0 21,1 96.0 34.0 0.4 5.4 7.0 33.9 39,2 60 064 208 - 230/60/1 197/254 40.0 25.6 118.0 41.0 0.4 5.4 7,0 38.4 44.8 70 072 208- 230/60/1 197/254 42.5 272 150.0 53.0 0.4 5.4 7.0 40.0 46.8 70 5/6/09 Single Speed PSC Model Rated Voltage Min /Max Compressor HWG Pump FLA Ext Loop FLA Fan Motor FLA Total Unit FLA Min Cite Amp Max Fuse/ HACR MCC RLA LRA LRA** NS022 208- 230/60/1 197/253 J 14,0 9.0 48.0 17.0 0.4 5.4 1.2 16.0 18.2 25 NS022' 208 - 230/60/1 197/253 14.0 9.0 48.0 17.0 0.4 5.4 1.5 16.3 18.5 25 N5030 208 - 230/60/1 197/253 20.0 12.8 58.3 21.0 0.4 5.4 1.5 20.1 23.3 35 NS030' 208-230/60/1 197/253 20.0 12.8 58.3 21.0 0.4 5.4 2.8 21.4 24,6 35 NS036 208- 230/60/1 197/253 22.0 14,1 73.0 26.0 0.4 5.4 2.8 22.7 26.2 40 NS036' 208- 230/60/1 197/253 22,0 14.1 73.0 26,0 0.4 5.4 3.5 23.4 26.9 40 NS042 208 - 230/60/1 197/253 26.0 16.6 79.0 28.0 0.4 5.4 3.5 25.9 30.1 45 NS042' 208- 230/60/1 197/253 26.0 16.6 79.0 28.0 0.4 5.4 4.6 27.0 31,2 45 NS048 208 - 230/60/1 197/253 31.0 19.8 109.0 38.0 0.4 5.4 3.5 29.1 34.1 50 NS048' 208 - 230/60/1 197/253 31.0 19.8 109.0 38.0 0.4 5,4 4.6 302 35.2 50 NS060 208 - 230/60/1 197/253 41.2 26.4 134.0 47.0 0.4 5.4 5.9 38.1 44.7 70 NS070 208 - 230/60/1 197/253 47.0 30.1 158,0 55.0 0.4 5.4 5.9 41.8 49,3 70 NOTES: * With optional 1 HP ECM2 motor " With optional InteiliStartTM Rated voltage of 208/230/60/1 Min /Max voltage on 197/254 All fuses Class RK -5 HACR circuit breaker in USA only 5/6/09 Wate,F urnace works conbnualy to imoiove 4s prod,.ets. As a result, the aaspgn and speshoapons of each procurer at the tme of order may be changed vathoot ncpcc¢ Please contart Waterpumace al 1466- 929 -2637 for latest design and sc<c:r¢ancns. Purchase's approval of this data set 5,gm■es that the ebuwlnont rs adceptable under the provisions of the Fob speOf'canon. Statements and other n, tormahon contained heron ate not express warnn!les aro do not loan the yaws of any balgan Parma. the part,es but are merely Waterrurnate's oommn or commarsdol on of Its produrts. The latest ver5lon of the Document available at wwwwaterrurnace.com SD1000AN 12/09 9 Page of From: 03/07/2011 09:56 #882 P.030/067 Contractor: PO Engineer. Project Name: Unit Tag Vertical Dimensional Data ENVISION Residential Series 2 -6 Tons 60Hz Top Air Discharge 2ft [61cm) Primary Service Access LEFT RETURN RIGHT RETURN Pr °--- 1- M a --r 1.84(1 [4.8cm) 6 RIGHT SIDE A DEHFG FRONT Condensate is 314' PVC female glue socket and is swilchable from side to front Vertical unit shipped with 681098 2' (field adjustable to 1') dud mllarlS4tet Melt extending from unit 325' and is suitable for duct connection. Discharge flange is 5eld Installed and extends T (25.4 mm) front cabinet Decorative molding and Water connections extend 17 )30.5mmJ beyond front 01 cabinet. Rev 00(155:8 WaterFu,nace works continually to improve its products. Asa result. the design and specrfoalions of each product at the Ivne of order may be charged w4hout rwbce. Please contact Water9urnace at 14868-929.2837 for latest des.+ any spetaxations. Purchasers approval of this data set signaies that the equipment is acceptable under the provisions of the rob specification Statements and other ,Mormatwn contained herein are not express warlanLen and do not form the bas., of any bargain between 21,e parties. but bre merely Water Furnace's ope won or eelnmendalron of ns products. The latest version of Pa document is available al www.waterfurnace.com. SD1000AN 12/09 10 Page of °mall Cabinet Wrier Connections Electrical l knockou pedlars. Connedion Return Connection Vertical 1 J K 301 Urge bstded 4010 n1 mop sN delve fM lack D.0.10 n) Models A 8 C D E 7 G 44 Loop 17 rord 17 mnd 314' mnd L N N 0 P 0 R S T Width Depth Height' 00 Om WHO M NWG Out Cmb efrsak Water 777 HWG PT Low Vdtage Exl Pda'e Suppy $upply Width °Dopy Depth Realm Dep6t Realm 11848 BI2 in 22.5 26.5 48.5 2.0 7.0 13.5 16.5 10.2 1' Swivel 1' Grind 55 10.4 11.8 6.1 0.8 14.0 14.0 44 17 222 26.0 1.7 cm. 572 672 1231 5.0 177 34.2 41.8 26.0 21.6 264 29.8 15.5 2.1 35.6 35.6 11.1 42 56.3 66.0 44 836038 in. 25.5 316 504 23 71 155 18.9 105 1,Swivel 1,5 5.0 113 12.8 6.9 1.1 18.0 18.0 38 1.7 291 26.0 1.7 cm. 65.0 60.2 128.0 5.7 16.4 403 47.9 26.8 203 28.6 32.4 17.5 2.8 45.7 451 9.6 44 712 66.0 4.3 w. 255 336 544 23 73 15.9 18.9 10.6 80 113 12.8 6.9 1.1 18.0 18.6 39 1.7 28.1 300 1.7 842-049 an. 65.0 60.2 1382 5.7 184 40.3 41.9 26.8 1' Swivel 1' Swivel 20.3 28.6 32.4 17.5 29 45.7 45.7 9.6 4.4 712 76.2 43 060472 in 25.6 31.6 58.4 2.3 73 15.9 18.9 10.6 TSrevtd 1' Swivel 8.0 11.3 12.6 6.9 t1 18.0 18.0 3.8 1.7 261 340 1.7 an._ 65.0 802 1483 5.7 18.4 40.3 479_ 26.8 _ 20.3 28.6 32.4 _ 17.5 29 40.7 457 9.6 4.4 712 86.4 43 Condensate is 314' PVC female glue socket and is swilchable from side to front Vertical unit shipped with 681098 2' (field adjustable to 1') dud mllarlS4tet Melt extending from unit 325' and is suitable for duct connection. Discharge flange is 5eld Installed and extends T (25.4 mm) front cabinet Decorative molding and Water connections extend 17 )30.5mmJ beyond front 01 cabinet. Rev 00(155:8 WaterFu,nace works continually to improve its products. Asa result. the design and specrfoalions of each product at the Ivne of order may be charged w4hout rwbce. Please contact Water9urnace at 14868-929.2837 for latest des.+ any spetaxations. Purchasers approval of this data set signaies that the equipment is acceptable under the provisions of the rob specification Statements and other ,Mormatwn contained herein are not express warlanLen and do not form the bas., of any bargain between 21,e parties. but bre merely Water Furnace's ope won or eelnmendalron of ns products. The latest version of Pa document is available al www.waterfurnace.com. SD1000AN 12/09 10 Page of From: Contractor: PO • Engineer* Project Name: Unit Tag' Vertical Dimensional Data cont. 03/07/2011 09:56 #882 P.031/067 ENVISION Residential Series 2 -6 Tons 60Hz Bottom Air Discharge 2ft (61cm1 Primary Service Access RIGHT RETURN M 1 R LEFT BOTTOM DISCHARGE FLOOR FOOT PRINT RIGHT BOTTOM DISCHARGE FLOOR FOOT PRINT C -•• 1+ -1.70 (4.3 cm) ( 1.90 (4.7 cm) A FRONT D G 14 corsdensab is 3/41 PVC ferrule ('we soduetand a a1Yhable tom side le Font Verfal bobalow unit shipped wih deluxe 2' (Ned adjustable b 1') dud rokar/81er rack oxbnding tom unit 3.25' and 'scrabble 6r duct mtnecdon. pecoratve m*kfing and wabr conned/one exbnd 12 (30.5nm) beyond tool of 4abnet Rev 09/27/07 Wate,Fwnace works continuatty to improve %/5 products. As a Testa Me design and sppohcatrons of each product at the lime of orde, may be changed without nonce- Please :rooted WaterF,srnace at 1-588A20 -2837 for Mtes1 design and d�calror3. Purchaser's approval of the data set s,gnitres that the equ,prnent ts acceptable uncle, the provisions cr the hob spealmalion. Statements and other inlormatton conlarned he1en ate not express warranties and oo not form the basis of any bargain between the per145, but are merely Wate?F- *nave's opinion or commendation o` its products. The latest version of this document rs available at www.woterturna:e.com. SD1000AN 12/09 11 Page of Overall Cabinet Myer Cotmer3atx Bectical Knodtoob Diset arje Camden Gahm Cools*Kan BOLTDfI[fIOW 1 2 3 4 5 I i , 2 ' cad J 117 t e n d K 3+41 and duel 4eage moiled ( :010 n1 usb94tltld,pce Gtr ask (HI 10 n) A B C 0 E F 0 H L a p CM L 14 N 8t4po 0 Stppty P 0 4 Reluo 8 Re5a7, T Models Lax Pore 55149 Dept, Hecht In Okl NM In HNG O33 Condom* Wafer FPT WI V Ex Warp S 11 Wan DF4t NOB HOOT 017.030 in 225 26.5 525 353 40.2 467 497 36 i'Stvnd 1'Swwd 419 436 451 6 6 6.0 93 195 10 2.2 222 260 56 an 57.2 673 1334 69 7 1321 118.6 1162 91 1064 110.7 1146 218 152 236 267 25 5.6 56.4 660 142 036072 n 255 315 625 434 484 57.0 600 36 1. Swivel 1'Swkd 439 56 5 522 91 48 134 136 15 19 281 340 56 cm 648 420 158.8 110.2 1229 144.8 1524 9.1 (742 1290 1326 23.1 122 340 34.5 38 46 714 86.4 142 corsdensab is 3/41 PVC ferrule ('we soduetand a a1Yhable tom side le Font Verfal bobalow unit shipped wih deluxe 2' (Ned adjustable b 1') dud rokar/81er rack oxbnding tom unit 3.25' and 'scrabble 6r duct mtnecdon. pecoratve m*kfing and wabr conned/one exbnd 12 (30.5nm) beyond tool of 4abnet Rev 09/27/07 Wate,Fwnace works continuatty to improve %/5 products. As a Testa Me design and sppohcatrons of each product at the lime of orde, may be changed without nonce- Please :rooted WaterF,srnace at 1-588A20 -2837 for Mtes1 design and d�calror3. Purchaser's approval of the data set s,gnitres that the equ,prnent ts acceptable uncle, the provisions cr the hob spealmalion. Statements and other inlormatton conlarned he1en ate not express warranties and oo not form the basis of any bargain between the per145, but are merely Wate?F- *nave's opinion or commendation o` its products. The latest version of this document rs available at www.woterturna:e.com. SD1000AN 12/09 11 Page of From: 03/07/2011 09:57 #882 P.032/067 Contractor: PO Engineer. Project Name: Unit Tag' Vertical Dimensional Data cont. ENVISION Residential Series 2 -6 Tons 60Hz Rear Air Discharge REAR VIEW LEFT RETURN SIDE VIEW LEFT RETURN SIDE VIEW RIGHT RETURN REAR VIEW RIGHT RETURN Vertical Topflow Model Overall Cabinet Water Connections Electrical Connections A Width B Depth C Height D Loop In E Loop Out F HWG In G HWG Out H Cond- eneate Loop Water FPT HWG FPT 1 112" cond Low Votage J 112" cond Ext Pump K 3/4" cond Power Supply 12.8 036 -038 in. 25.6 31.6 50.4 2.3 7.3 15.9 18.9 10.6 1" Swivel 1° Swivel 8.0 11.3 cm. 65.0 80.3 128.0 5.8 18.5 40.4 48.0 26.9 20.3 28.7 32.5 042 -049 in. 25.6 31.6 54.4 2.3 7.3 15.9 18.9 10.6 1' Swivel 1" Swivel 8.0 11.3 12.8 cm. 65.0 80.3 1382 5.8 18.5 40.4 48.0 26.9 20.3 28.7 32.5 060-072 in. 25.6 31.6 58.4 2.3 7.3 15.9 18.9 10.6 1" Swivel 1" Swivel 8.0 11.3 12.8 cm. 65.0 80.3 148.3 5.8 18.5 40.4 48.0 26.9 20.3 28.7 32.5 Vertical Topflow Model Discharge Connection duct flange installed (10.10 in) Rehm Connection using std deluxe fiker rack (10.10 'n) L Supply Width M Supply Depth N O P t7 R Return Depth S Return Height T 036 038 m. 13.3 13.6 35.4 9.1 8.1 1.7 28.1 26,0 1.7 cm. 33.8 34.5 89.9 23.1 20.6 4.3 71.4 66.0 4.3 042-049 in. 13.3 13.6 39.4 9.1 8.1 1.7 28.1 30.0 1.7 cm. 33.8 34.5 100.1 23.1 20.6 4.3 71.4 76.2 4.3 060 -072 in. 13.3 13.6 43.4 9.1 8.1 1.7 28.1 34.0 1.7 cm. 33.8 34.5 110.2 23.1 20.6 _ 4.3 71.4 _ 86.4 4.3 Condense e is 3/4 M. PVC female glue socket and is switchable from side to front Unit shipped with deluxe 2 in. (field adjustable to 1 in.) duct coliar/fi ter rack extending from unit 3.25 in. and is suitable for duct connection. Discharge flange is field installed and extends 1 in. (25.4 mmj from cabinet Decorative molding and water connections extend 1.2 in. 130.5 mm] beyond front of cabinet. 8/6/08 WaterFUrnaee works conl,nuaky to Improve M1S products. Asa result, Mt design and speedicatlons of each product at 109 time of order may be changed withoti nonce. Please contact WaterFUrnace at 1- 888.929.2837 for latest design ono ec1rcations. Purchasers approval of this data set signifies that the equ.pment a acceptable under the prosdswns 07 the lob ipeCtheati .sn Statements and Other infomlal+on contained herein are not express warranties or. do not form the bas=s of anv bargain between the parties. but are merely Water Furnaces opinion or contmeodatron of Rs products. The latest version of this comment is ava;labte at w.m.waterlJrnace.com. SD1000AN 12/09 12 Page of From: 03/07/2011 09:58 #882 P.033/067 Contractor: PO • Engineer' Project Name: Unit Tag* Horizontal Dimensional Data ENVISION Residential Series 2 -6 Tons 60Hz 7 2R (61cmj Primary Service Access KJ4 O E F G TOP VIEW SIDE DISHCARGE VIEW n __ �O_ L = Return Cgno, 6 o 1 ___., 1 1 IM C • 1 1 t O Models AS SHOWN LR UNIT (RR UNIT ON OPPOSITE SIDE -SAME DIMENSIONS) H MOUNT (2) HANGER BRACKETS AS SHOWN TO ALLOW ACCESS TO FILTER END VIEW Rev..071191 5E Units Not Shown Above Overall Cabinet Water Connections Ebetrical Knockouts Discharge Connection Return Cgno, 6 o Horizontal 1 4 K ,,case ge installed (to 1 n) using sq mum Stu ruck [OA n} Models A B C 0 E F 0 H Loon cm. 1/2' coed 1)2' coed are coed 1. M 44 0 P Q R 5 Wdlh Depth Heiohr Mt Out HWG to 000 ire Water FPT HWG FPT 90 ge Ext Pump Sl ply H8i9ht S H6Wm 41� In. 22.5 63.0 19 3 2.0 7A 13.5 16.5 0.8 1' Swivel 1' Swivel 8.8 9.4 11.8 2.3 10.5 9.4 5.8 2 8 30.5 16.9 1.3 an. 57.2 160.0 49.3 5.0 173 34.2 41.8 2.1 22.2 24.0 30.0 58 26.5 23.8 14.7 7 0 77.3 42.9 3.3 038838 ah. 256 72.0 213 23 7.3 15.9 18.9 0.8 1' Swivel 1' Swivel 88 9.4 11.8 SEE 13.6 13.2 ss 2.8 35.5 189 1.3 an, 65.0 182.9 54.1 5.7 18.4 40.3 47.9 21 22.2 24.0 30.0 CHART 34,6 33.3 CHART 70 90.0 47.9 3.3 042.049 et 25.6 77.8 21.3 2.3 7.3 15.9 189 0.8 1, Snivel 1, Swivel 8.9 9.4 11.8 SEE 13.6 132 so 2.8 40.4 18.9 1 3 an. 65.0 195.6 54.1 5.7 18.4 40.3 479 2.1 222 24.0 30.0 CHART 34.6 33.5 CHART 7.0 1025 47.9 33 060-072 H' 25.6 82.0 213 23 7.3 15.9 18.9 0.8 r Swivel r Swivel 8.8 9.4 11.8 SEE 13 6 132 SEE 2.8 45.4 18.9 1 3 an. 65.0 208.3 541 5.7 184 40.3 47.9 2.1 222 24.0 30.0 CHART 34.6 33.5 CHART 7.0 115.2 47.9 13 Rev..071191 5E Units Not Shown Above L 0 Right Real Discharge Return End Disarge in. 2.8 4.6 71 111 in. 4.9 6.9 Right Return Side Discharge an, 12.4 17.5 Left Rehm End Discharge n. 4.9 7.6 cm. 12.4 19.4 Lett Return Side Discharge in 2.8 6.9 an, 7.1 _ 17.5 Condensate is 3/4' PVC female glue socket and is swdchable from side 40 8on1 Horaordat unit slapped wdh deluxe Y (field adjustable to 17 dud toiler/litter rack extending from unit 2,88" and is suitable for duct connection. Discharge flange is field inslatted and extends 1' (25.4 ram) from cabinet Decorative molding and water connections extend 12' [30.5mm] beyond front of cabinet WaterFurn30e weeks contnua47 to Improve its products. As a result. the design and spenncations or each product al the hale of order relay be changed wiheut notice. Please contact WaterFurnace at 1-083- 929 -2837 for Wrest design and Pecthnatr00s, Purchaser's approval of this data set s,gnilies that the equipment is ecee4ta5le under the prev sons Of the job specs licanon. StatemenlS and other informal.n contained herein are not express warfaneei end do not form the basis of any bargain between the parties, but are merely WaterFurnaca's opinion or eommendabon of as product, The latest verston 01 the document is avad3010 at Www,waterturn a meant., SD1000AN 12/09 13 Page of From: Contractor: PO* Engineer: Project Name: Wiring Schematics Unit Tag' 03/07/2011 09:58 #882 P.034/067 ENVISION Residential Series 2 -6 Tons 60Hz Envision - Single Speed Wiring Schematic - 208 - 230/60/1 - PSC tl 1 : } .:as rern s r . ms ts5 e 41 rl Lig GOOB I'I _ti'''ll T a SI ay 3t7.tjiiii II .. tt I.` ii,;llilllll 46664A64§.1 Waterrurnace worts continually W improve fte products. As a result, the dasyn and specifications of each oropuct M the time of order may be <banned without nonce. PNate contact WMerFerndea at 1 -998- 929.2837 for latest design anti specifications. Purchaser's approve' of this data set sgrvlls% that t8e equlpmant 1s aaeptable under the provisions of the job specification. mallows and other fnlonnadon contained herein are not express war!al tks and do 681 form the bosh of any bargain between the bathes, but are merely WaterFurnace's opteon or commendation olds products. The latest version of this document Is evadable at www.walersuma<e.com. SD1000AN 12/09 14 Page of 1111=1..• ■H. .iii..../ Ieyeleael�leselelesesenaeReese Ase/aaeseleleefaeaeeeeeyele CCCCC00CCOCOCOO 9000OSOCO COO uueiIIMnssi ss•tne 1; El 111111111111111 NM al nr 1111 1 i ! .J i 1111 11 yl y1}LL3 rr� ki IIrte. ��_ a }} is 5 ti `i�W lyI 1111 'la fS : `i I I,I 11 I1 5to I b SIiii mr zC 1 4 ....8 46664A64§.1 Waterrurnace worts continually W improve fte products. As a result, the dasyn and specifications of each oropuct M the time of order may be <banned without nonce. PNate contact WMerFerndea at 1 -998- 929.2837 for latest design anti specifications. Purchaser's approve' of this data set sgrvlls% that t8e equlpmant 1s aaeptable under the provisions of the job specification. mallows and other fnlonnadon contained herein are not express war!al tks and do 681 form the bosh of any bargain between the bathes, but are merely WaterFurnace's opteon or commendation olds products. The latest version of this document Is evadable at www.walersuma<e.com. SD1000AN 12/09 14 Page of From: 03/07/2011 09:59 #882 P.035/067 Contractor: PO- Engineer' Project Name: Unit Tag* Wiring Schematics cont. Envision - Single Speed Wiring Schematic - 208 - 230/60/1 - ECM EAI Pump 112 hp Total 208-23016011 Una Power 206 - 23016011 r. Comfort Alert ENVISION Residential Series 2 -6 Tons 60Hz f..WE< r Fuse Bu, Ft IY.2C. Gf • co. J (Q2 Nu Comfort Alert 0-mt -{ F- CS— uaeez -4 lb la NI Ova ,rar au. Premier 2 Microprocessor Logic Coned (DC Vim) 3N3 11E0440048c 1 IVN ammv rSmh52 ' 30l 3 F>"rC.3 0 3 3*/ //qy ti33T < eenrn,ym. 04En•Ea/llo',g Roo0 t•J 5/003111133 &rueohms E (5413301 2 Pout rrkm. a Pa.rICeaaet brw>as/ P —17' cei,� Pell e ©e LED Drain Weier Now FighPre. Lae Real CA 00 FbA Straus PN - 179513 -07 Nmnal Display Mode Flea Sdeclan Dps 41 On. 9603,93 On Orein pan ov«4ue Ledfota FPfienretor n..<157.waa<79'F1L koul feph Remelt Law Presage 1 Comfort Alert EC14211144 <100 ran tkout Eliamroasmr metnoron' Diagnosdo Modes or ea- 1'.-g° � as Ctnerd Fault Status Ar 09.96 On n on Dan port moron FP Iseereslor Mc405'F, weRer Fl Fioh Plwsta Law Rewire/ Carts Alert ECN2 RPM < /00@m Not Dead 16011 to On r1 Y2 0 G W Lox, Roofs) Cepds2 J6 0a 47 pl Bonn, La Bluev Ned Dimer Aux Hot Y1 Ala Elel1 i2 Audfere 92 DKW unit HWleenifela> 130'4 HY& Waonstu > 130'P OlfW off Oftw plop soft o4 121W pu,p meth o4 'Green LED not lashing Canforl Alert Status t-ED Flash Code Descnption Green Solid Module Has Paver Red Solid Compressor Overload Tdp Code 1 Long Run Time Code 2 System Pressure Trip Code 3 Shat Cycling Code 4 Lacked Rotor Yellow Code 5 Open Circuit Code 6 Open Start Circuit Code 7 Open Run Cited Code 8 Welded Contactor Code 9 Law Voltage 979774-01 811/08 WaterPufnace works cbrdmu014y 30 nnprove 0.S ProdJCts. Asa result 1411 dflgn and speedreatans of each product at the tome of order may be changed without notice. Please confect WaterFOmaCe at 1431P3- 929 -2532 for latest desgn and specifKalao o. Purchaser's approval of this data 041 signifies that the e9uipmanl k acceptable under the provisans of the lab Specification. 5talemenis and other information Contained hereto are not express werranNes and do not form the balls 01 any bargain between the parties. but are merely WaterFurnace's oionvon or commendation of its products. The latest version of th,s document Is avanable at wwawalerturnace.com, SD1000AN 12/09 15 Page of From: 03/07/2011 09:59 #882 P.036/067 Contractor: P 0 • Engineer Project Name: Unit Tag• Wiring Schematics cont. ENVISION Residential Series 2 -6 Tons 60Hz Envision - Single Speed Wiring Schematic - 208 - 230/60/1 - ECM cont. Wrgl op6onai EA' Barie9 Aurtialy Elecgidieat A diary Bootie Neal Power 20&23050491 Typical s hemata shown 0I 50! Legremi racy, tn.rra.se e llama, ao (rl lie ma+4mee.awn ..... .■Feb•awn5 aatia. J�C 0 Net -r/*'a OiW caaya.fdaro p ¢a *twee wn.u: Awrer4 0 o s.em,emdmaae Para, l;l Fe3.n,J 0.4c, tox•we Fear Cos. ii son, 50 s eokon NO NC C G C. 1ua1 CC, CmpesmrCall•v CC Can -oaisaed?ucso CR1. Caayomo ran CR? 5Pp00mw5 C0.. FS:Ft,59.A.7 OSx, P$CFAPna Rep Red F2 Fees Fr Fray* P.r0d.5a'eo :� nme eelaae W 535000510 mar CSlnEPa. Cow.. a turd L5. CoNesnlS[apa W Ina [osr�al.%m 191 f91 Paroetp M Rean,03003 085- CAPpwaa,5 llFinam $4.2- 0ropl[a5*DLto- SWJ LYPprlagc5foum 5W1_ far✓pelye•es.ut $- 1Jemalmel em We• telrasme•mw SC. 301(0000 SG_ Sw Fa1 tar Sara- 9necautae 0c = eC c a CC 0 =so o CCNI = = C OF = F Pe P1 123 'ii i 1 1 5 E J t IPCITl�Y1Iw I0�Gj II i�5�5Q5 81 au 312.:Pa 1 Pre ESenas Log* Board i 0 NC = ti 0 = Cos r. 903 Sed osc 050e :Me YMEM OMEN N� war ammo SR aaaaaf• P2 l SI0W Maw. lam% Mart J 510 0 U CR4. 5 a 13— 15 16 B_ a s 5- 10 11 12 E 1] B� tc MIME Cerfol. Rpc.t VSIO 50413,0 0 NOTES 1 Swam Blue and Redwres for 208Voperabon 2 Connectolafrano* inn N4*oeznolhave a loop [Fry lursWa cpaaeo• 3 24VAetesany relay tsee SW2 -3 for Octopi,* el operation) 4 Theb1085 andgrayM5 Nees re moved When A ..t • tabbed 5 Buss lugs Ll and L2 can be removedaM dual pow wire eaE connected dxlyb box lugs 11.l2. and L3L4 6 ONN4 **My in models wit hot *let general[f *too 7 As Fbei C.ldguraten Ekaryk 0300sonlgred tar Z l as b e . dpi asmeduR.amdp 5 as hghspeedEC1A2 tan B 0303-4 311o1dd be in be OFF pos5Wnwhen** ECM mot, and 17F51I0161 ale*k beet board and shoed be ON wake usng ECM2 wia117 0 5149 01 *tees* heat board 9 SA4-a must be el to OFF pomace tk peled'E' nekbfspnaland in be ONposdon eX O]ra•ltl." 8*oulsgnal 10 Men catboat elects* ar•ber 6 essNkd pcwef 1555 *80850 sof* a Fronded by P2-2 an4240M 11 C[nWI AialWAowtpul4Prerrns Coned Board 12 This scow the wit b down stage salt* toLowiwo or and fun* with secondsbg. ernes on Finish sauce* stage reduces stage clanging in mop dr0Cap3My C npessmsand shouldD* ON *r woofed Dual Clp 5 seeks or Premier2 Speed 970774 -01 8/1N6 Wate,Furnace writes continually to improve Its products. As a result, tho design and specifications of each product at the hoe or order may be changed withoul notice. Please 5.35.5 WMerFurnace at 1- 000-529 -2637 for latest design and 105C 0001ion8. Poodhasar•s approval of this data set signifies that the equipment is acceptable under the provisions of the job speGfKalio no Statements and other information contained herein are not express warranties ano d0 not form the basis of any bargain between Me partres. but are merely WaterFWnace's op5mron or commendation of its products. The latest ver$1011 CI 5511 document 15 available at www.waterfurnace.tom. SD1000AN 12/09 16 Page of From: Contractor: P 0 Engineer Project Name: Unit Tag- Wiring Schematics cont. 03/07/2011 10:00 #882 P.037/067 ENVISION Residential Series 2 -6 Tons 60Hz Envision - Dual Capacity Wiring Schematic - 208 - 230/60/1 - ECM rExt Pump sl 1R hp Total 208.23050/1 Unit Power 208-230!80'1 r 10a Comfort Alert 10104 pumsfl'I B+� oe 29712 c (t.rd 2tlti Comfort cl- ---ids o-4 . bum o o 4 o (080 00317 IT 7' J Owl i i f0lEN I 1 it �1 u<.,c -5 ax.v r LED Own Mier Flea KO, Ptsa Pli • 17P513-07 Naomi Display Male Field Sdec0m Oils • el On.d60n in On Drain pan overflow lorkant FP Mmakr (bwt55`Esist<30•F1 Lockout Diagnose* Modes Rn -- - i lµ5 1 FP Loe Rossi CA Kr Roe Sues 1egh Pianos Low Pleura I Union Alen ECM2PP1.4 < 100,pm!ado h aaaodasa rrW Alan• Ctxrerd Falk Status 410146 On_ n (10 tkanprr avail* FP than sla floret-15"r , red <30.51 iicePlaSPOI law Reese (Conlon Alen ECM2 RMA < 100 mm Not lked Inplds aea1. »0n Y1 72 0 Ctriputs fi30, mgr a5 011,1R COI Cwopretmr In Cwrprasta Rio Weer L* 9LtweCMed Roaa5 FAR Ma Neel el w G11w Purl Awl Heat V2 Sit CRW Lint HY& Mnic0 130-F HWL Candid- s 130'F Loop PamWsj A11x1Nat43 Am Hat o4 Ik4Woa DAY pump sr.Ml of DMA Mind 0005- of Green LED rot lading Comfort Alert sinus LED Flash Code Description Green Solid Module figs Power Red Solid Compressor Overload TIM Coda 1 Long Run line Cede .'+, System Pressure Trip Code 3 Shat Cyc3inng Code 4 locked Rota Yellow Code 5 Open Circuit code 6 open Start Circus Code 7 Open Run Cfrou8 Code B 'We ded Contactor Code 9 Low Voltage 97P774 -02 8)305 Walerrumace works continually to anoroye 1s products. Asa result, the design and specifications of each Product at the time *I order may be changed without notice. Please contact WaterTurnace 351. 69&979 -2637 fa latest design and specifications. Purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob specification. Statements and other mfomUUon contained hereto arc not express warranties and d* not torn the hash of any ba.Aar between the * Ores, bun are Merely WaI5.fcrnace's *brio. of cnmmendabon of Sts pr*dxls. The latest werslon 05 5845 document is arallabie at wwviwater/urnaro,cora SD1000AN 12/09 17 Page of From: Contractor: PO: Engineer Project Name: Unit Tag: 03/07/2011 10:01 #882 P.038/067 Wiring Schematics cont. Envision - Dual Capacity Wiring Schematic - 208 - 230/60/1- ECM cont. INUU5iafy E•taaHcHeat iTypical schematic shown ApBiary Electric Heal Patter 208.23315311 u. ac(s 1+ ENVISION Residential Series 2 -6 Tons 60Hz n. ■—•■••tjn I "`rrreI v7` ,,,�A 141 751 `^!rate" —Haan —Wei Legend Cor41.1 svn x. Coma,Canal Caarsse open. x09 On OFM•partn ./ CR2 lo0Pa0 War CR3- PSC P. Weal Paw CSC. PSC Fe D.ve tab. 01 a+a62. `w FP. . MYa 10i0t0. (8,Hal.., 'non MI Cwaeepua`ea0' CS� CaTeza SdOOa ago .66.6664. G16e:64p262.440 01 S.0N -Cowers. own. 5oeh 95,0)001 =?�D sal. - L l0,04,e plan 5np, -100 WY-OC tP lit 61104 004' Pc, (03 %..n.. es. 3.000 R.•. 4.91000.101! SN1 09pagt12 poem Sxs. 0P pdooe5pum SN? 00019000000 15': 50.00011000100 Ts Tideunenowo, MAL Hx.e0kataos0 SC Sze C0WO 50. 51ai Paw 504.26 6.66•1664.614.6.6 Ca5 0IPS44.58 CF- E.SerieS Logic Board 9, beerwarerept It F00 PP P1 1 2 3 1 2 2 1 1 6 Pit V16216,0 6 P3 2 3 111 s5a 131 (00r1004 ruai ry, teas a -rk dpPw•mn Single Disconnect Power 208.23016011 3�A 156 CVO 1* ar Pew. 3e2*90 %elA ca NOTES 1 030.90010602948950000 ant 2 Cmn■cam d teetda amt tdt does not ha.e a loop pump be Vow c9Pramn 3 24V Aoresso0' n d e . ' ( w e SW23 kr dominion decoration) 4 The baAVh and {await wires ere removed Men Ant Heata rotted 5 &.s lugs Lt and L2 on helow+M and OA toter.. sets connected d(ect/bha kits 1. 12, sod L3. La 6 MY wig 31915)1301.18521 hit ester gmento .%bon 7 As nor, COragwatpn E.anpk. SW7 =dewed tip 1 es toe, by 3as milts and dpS lig2 weed Eon it. 6 8W3-4 should be in tie OFF pmibon Olenunng ECM nnbr.d12P50l#31 esxb!ehrlbo.d lid should beON when .A0E0MIt1117P514A01 elac4C healboad 9 3W2.8 0.1 ben t.OFFpeedm tor p sed1'0009sa�ol .,d° be 9rtpouscn Fiw,Se8't kxkodsyq 10 Wow opts* is installed, poerfothe siedsweca.wae aprodadbyP2.2 and 24VAC 11 CanfalNenbuil output b Peace.Cmtdaord 12 1hn 1Mth Axes the web down Magee& the taps, Mien et and bosh w.0199om3 siege 5hen of finish m sero0d sago radices slaw thengn0 nn0Pdr3Papaoly cardamon , 58 3 0 6 9 0 04 1. 3 49 9 4 5 4 8 5 5 31 0 0 5. and r Pm!oer2Speel 97P774-02 8!1/08 WaterrurnaC5 works continually to 1morove 111 products. As a resutt, the design and specifications of each pia duct at the time of order may De Changed without notice. Please Contact WaterF unoace at 1. 888.9294837 (or latest desgn ant! specifications Por0030lr f approval of flit data set signifies that the equipment is ace 'stable under the provisions of the job specification Statements and other information contained herein ate not express warranties and do not torn the basis of any bargain between the parties. but are merely Wate,FUnnace's opinion a Commendation or Rs products, The latest ver1Wn of tins document is avastable al www,waterfurnacetewn. SD1000AN 12/09 18 Page of From: Contractor. P 0 Engineer. Project Name: Unit Tag' Pressure Drop 03/07/2011 10:01 #882 P.039/067 ENVISION Residential Series 2 -6 Tons 60Hz Single Speed Models Model GPM Pressure Drop (psi) 301' 501' 701' 90T 1101' 3.0 0.9 0.9 0.8 0,7 0.7 022 4 5 1 7 1.6 1.5 1.4 1 3 load 6.0 2.8 2.7 2.5 2.3 2.2 80 47 44 4.1 3.9 36 4 0 1.5 1.4 1.3 1.2 1.1 030 6.0 30 2.8 2.7 2.6 2.3 load 8.0 5 1 4.8 4.5 4.2 3.9 10,0 7.7 7.2 6.8 6.3 5.8 5.0 1 0 1.0 0.9 0.8 0.8 036 7 0 2.1 1.9 1.8 1.7 1.6 load 9 0 3.6 3.3 3.0 2.8 2.6 120 6.3 5.9 5.5 5.1 48 5.0 0.8 0.7 0.7 0.7 0.6 042 8.0 21 21 1.9 1.8 1.7 load 11.0 4.2 4.1 38 3.5 3.3 14.0 7.6 6.7 6.3 5.8 5.4 6.0 1.1 1.0 1.0 0.9 0.8 048 9.0 2.3 2.1 2.0 1 9 1.7 load 12.0 3.9 3.7 3.4 3.2 3.0 16.0 , 6.7 6.3 5.9 5.5 5.1 9.0 2 4 2.2 2.1 2.0 1.8 080 12.0 3.9 3.6 3.4 3.2 2.9 load 15.0 5.7 5.3 5.0 4 7 4.3 20.0 9.5 8.9 8.3 7.8 7.2 120 3.0 2.8 2.6 2.4 2.2 070 15.0 44 4,0 38 3.5 3.3 load 18.0 60 5.5 5.1 48 44 24.0 9,7 . 9.1 8.5 7.9 7.3 Slate Dual Capacity Models Mosel GPM Pressure Drop (psi) 301' 50'F 70T 901' 1107 40 1.4 1.3 1 2 1.1 1.0 0261u6 6.0 2 8 2.6 2.4 2 3 2 1 load B0 4.7 44 41 3.8 3.5 10.0 7.0 6.6 6.2 5.8 5.3 3.0 0.8 0.7 0.7 0.7 0.6 026 part 5.0 2.0 1 8 1.7 1 6 1.5 load 7.0 3.6 3.4 3.2 3.0 2.8 9.0 5 8 5.5 5.1 4.8 4.4 5.0 1.2 1.2 1 1 1.0 1.0 038 NU 7.0 2.2 2.1 1.9 1.8 17 load 9.0 3.4 3.2 3.0 2.8 2.6 11.0 4.9 4.6 4.3 4.0 3.7 4.0 0.9 0.8 0.8 07 07 . O38 part 6.0 1.7 16 1.5 1.4 1,3 load 8.0 2,6 2.6 2.5 23 2.1 10.0 4.2 3.9 3.7 3.4 3.2 6.0 12 1.2 1.1 1.0 1.0 049 1u11 9.0 2,4 2.2 2.1 2.0 1.8 load 12.0 3,9 3.6 14 32 2 9 15.0 5.7 5.3 50 47 4.3 5.0 OR 0.9 0.8 0.8 0 7 64g part 8.0 2.0 1.8 1.7 1 6 1.5 load 11.0 3.4 3.1 2.9 2.8 2 5 14.0 5.0 4.7 4.4 4 1 3.8 8.0 1.8 1.7 1.6 1.4 1.3 064 full 12.0 3.8 3.5 3.3 3.0 2.8 load 16.0 6.5 6.0 5.6 5.2 4.8 20.0 9.7 9.1 8 5 8.0 7,4 6.0 1.0 0,9 0.9 0.8 0.8 064 pad 10.0 2.6 2.5 2.3 2.1 2.0 load 14.0 5.0 4.7 4.4 4.1 3.8 18.0 8.1 7.6 7.1 6.6 6.1 0-- 12.0 32 3.0 2.8 2.8 2.4 872 full 15.0 4.5 4.2 4.0 3.7 3.4 load 18.0 6.0 5.7 5.3 4.9 4.8 21 0 7.8 7,3 6.8 6 4 5.9 10.0 2.3 2.1 2.0 1.9 1.7 072 part 13.0 3.6 3.3 3.0 2.6 2.6 load 16.0 5.0 4.6 4.3 4.0 3.7 19.0_ 6.5 6.2 5.8 5.4 5 0 500a Waterrur0ace works come/bay to nnOrove its products. As result, the des,g, and specifications of each prodoet at the time of order may be changed without 001100. Please eontaet Wale'Fomece 011.80e-929 -2837 for latest design ono s :ec.ficatiorn. 0000as0,9 414.0val 01 Nd data set s9n,hes that the em+:pment rs acceptable under the oroestons of the tub :pacrfcaoor. Statements and other snformaton contained herein are not ee0ress warranties ant/ 00 not farm the bases of any bargain between 0+4 Dart 01.541 are mere() Wate,Ftenace f dp<eon os commendation of its prada:ts. Th< latent velvon of this do0Urnent f5 ava,lable at www.walerlurnace.eom. SD1000AN 12/09 19 Page of From: Contractor: Pp Engineer' Project Name: Unit Tag' Correction Factor Tables 03/07/2011 10:02 #882 P.040/067 ENVISION Residential Series 2 -6 Tons 60Hz Part Load Air Flow Corrections Airflow Coo ing Heating CFM Per Ton of Clg % of Nominal Total Cap Sens Cap Power Heat of Rej Htg Cap Power Heat of Ext 240 60 0.922 0.778 0,956 0,924 0.943 1.239 0.879 275 69 0.944 0.830 0.962 0.944 0.958 1.161 0.914 300 75 0.957 0.886 0.968 0.958 0.968 1.115 0.937 325 81 0.970 0.900 0.974 0.970 0.977 1.075 0.956 350 88 0.982 0.933 0.981 0.980 0.985 1.042 0.972 375 94 0.991 0,968 0,991 0,991 0.993 1.018 0.988 400 100 1.000 1.000 1.000 1.000 1.000 1.000 1.000 425 106 1.007 1,033 1.011 1.008 1.007 0.990 1.010 450 113 1.013 1.065 1.023 1.015 1.012 0.987 1.018 475 119 1.017 1.099 1.037 1.022 1.018 0.984 1.025 500 125 1.020 1.132 1.052 1.027 1.022 0.982 1.031 520 130 _ 1.022 1.159 1,064 1.030 1,025 0.979 1.034 5/30/06 Full Load Air Flow Corrections Airflow Cooling HeatIn9 CFM Per Ton of C19 % of Nominal Total Cap Sens Cap Payer Heat of Rej Htg Cap Power Heat of Ext 240 60 0.922 0,786 0.910 0.920 0.943 1.150 0.893 275 89 0.944 0.827 0.924 0.940 0.958 1.105 0.922 300 75 0.959 0.860 0.937 0.955 0.968 1.078 0.942 325 81 0.971 0.894 0.950 0.967 0.977 1.053 0.959 350 88 0.982 0.929 0.964 0.978 0.985 1.031 0.973 375 94 0.992 0.965 0.982 0.990 0.993 1.014 0.988 400 100 1.000 1.000 1.000 1,000 1.000 1.000 1.000 425 106 1.007 1.034 1.020 1.010 1.007 0.990 1.011 450 113 1,012 1.065 1.042 1.018 1.013 0.983 1.020 475 119 1.017 1.093 1.066 1,028 1.018 0.980 1.028 500 125 1.019 1.117 1.092 1.033 1.023 0.978 1.034 520 130 1.020 1,132 1.113 1.038 1.026 0.975 1.038 5/30/06 Cooling Capacity Corrections (Dual Capacity Full & Part Loa Entering Air W8 •F J Total Cig Cap Sensible Cooling Capacity Multipliers - Entering DB •F Power Input Heat of Rejection 6D 65 _ 70 75 80 80.6 85 90 95 100 45 0.719 0.891 1.058 1.128 1.064 65 1,023 0.974 • 88 1.009 0.898 0.741 50 0.719 0.893 0.980 1.108 1.011 1.123 • 80 • 1.196 0.930 0.898 0.741 55 0.812 0.629 0.844 1.028 1.172 • • • e 0.922 0.819 60 0.897 i . 0.820 0.995 1.206 1.238 • • 0.955 0.895 65 0.960 - " � --+' , 0.568 0.810 1.004 1.052 1,227 ' 0.982 0,951 66.2 0.984 e 0.505 0,743 1.002 1.027 1,151 • 0.993 0.980 67 1.000 -_ 0.463 0,699 1.000 1.011 1.101 1.310 1.000 1,000 70 1.047 = - 0.599 0.865 0.879 1,007 1.225 1.433 • 1.018 1.029 75 1.148 ' ° 0.567 0.584 0.734 0,956 1.261 1.476 1,056 1.118 Note: • Sensible capacity equals total capacity at conditions shown. Heating Capacity Corrections (Dual Capacity Full & Part Load; Single Spee Ent Air D8 •F Heating Corrections Htg Cap Power Heat of Ext 45 1.050 0.749 1.158 50 1.059 0.859 1.130 55 1.043 0.894 1.096 60 1.033 0.947 1.064 65 1,023 0.974 1.030 88 1.009 0.990 1.012 70 1.000 1.000 1.000 75 1.011 1.123 0.970 80 1.000 1.196 0.930 7/20/06 7120106 Waterrurnace works continually to improve its products Asa result. the design and specifications of each product at the one of order may be changed without notice. Please contact WaterF.wnace at - 808.929 -2637 I0, latest design ano specifications Purchaser's approval r0 this data set sgrorios that the eqJipment rs acceptable under the provisions ol the lob specthcation, btatemenls and other infornlatwn contained tie,0,0 are not express warranties Arid do not form the basis of any bargain between the parties, but are merely WeterFirrnate s opinion or commendation of its products. The latest ver.wn of this document is available at www.weterfumace,com. SD1000AN 12/09 20 Page of From: Contractor: Engineer: Project Name: PO� Unit Tag. NS022 - Single Speed - PSC Capacity Data (700 CFM) 03/07/2011 10:02 #882 P.041/067 ENVISION Residential Series 2 -6 Tons 60Hz FBFm WPO HEATING • EAT 70'F COOUNG - EAT 60/67'1F PSI FS EAT HC kBluh�Power LLL kW HE 118Wh I LA7 eF I COP kauh EAT TC kBtuh SC k8tuh SIT Ratio Power kW1 HR k6luh I EER I 111 k8luh 20 3.0 0.9 22 Operation not recommended Operation not recommended 45 t8 42 6 0 2.9 6.8 70 ' 12.9 1 1.32 j 8.4 j 87.1 1 2.87 1 1.5 30 3.0 0.9 2.1 Operation not recommended Operation not recommended 4.5 1.7 4.0 70 15.2 1.33 10.7 90.1 3.35 1 -6 80/67 23.4 17.4 0.75 063 26.2 28.3 --- 6.0 28 66 70 15.4 1.34 10 8 90,4 3.36 1.6 80/67 23.7 17.4 0 74 0.80 264 29.6 - 40 3.0 0.9 - 2.0 Operation not recommended Operation not recommended 4.5 1.7 3.9 70 17.8 1.36 13.2 93.6 3.86 1.8 80/67 242 17.4 0.72 0.89 27.2 27.3 - 6.0 2.8 6.4 70 18.1 1.37 13.5 94.0 3.89 1.8 80/67 24.5 17 4 0.71 0.86 27.4 28.4 --- 60 3.0 0.9 20 70 69.4 1.36 14.7 95.6 4.18 2.0 80/67 24.7 17.1 0.69 1.01 282 24.4 12 4.5 1.6 3.8 70 20.3 1,38 15.6 96.5 4.29 2.0 60/67 25.0 17.3 0.69 0.97 28.3 25.8 1.1 5.0 27 62 70 20.7 1.39 15.9 97.3 4.35 2.1 80/67 25.2 17.3 0.68 0.94 28.4 26.7 1 -1 60 3.0 08 ' 1.9 70 21.8 1.39 17.1 98.9 4.60 22 80/67 23.9 16.9 0.71 1.11 27.7 21.4 1.4 4 5 1.6 3.7 70 22.9 1.42 18.0 100.3 4.72 2.3 80/67 24.1 17.1 0.71 1.06 27.8 22.7 1.3 6,0 2.6 6 0 70 23.3 1.43 18.4 100 8 4.77 23 80/67 24 4 17.1 0.70 1.04 27.9 23.5 13 70 3.0 0 8 1.8 70 24.3 1.43 19.4 102.2 4.99 2.5 80167 23.6 16.7 0.71 6.25 27.8 18.9 1.7 4.5 1.5 3.6 70 25.5 1.46 20.5 103 8 5.11 25 80167 23.8 16.9 0.71 1.19 27.9 20.1 1.7 6.0 2.5 5.8 70 25.9 1.47 20.9 104.3 5.15 2.6 80/67 24,0 16.9 0.70 1.15 280 20.8 16 80 3_0 0 8 1.8 70 26.6 1.48 21,5 105.1 5.27 2.8 80/67 22.6 16.4 0.73 1.39 27.3 162 22 4.5 1.5 3.4 70 27.8 1.51 22.7 106.8 541 2.8 80/67 22.8 16.6 0.73 1.32 27.3 17.3 2.1 6.0 2.4 56 70 28.3 1.52 23.1 107.4 5.45 2.9 80/67 23.0 16.6 0.72 1.29 27.4 17.9 2.0 90 3,0 0.7 1,7 70 28.8 1.53 _ 226 108.1 5.53 ' 3.1 80/67 209 15.9 0.76 1.55 262 13.5 27 4.5 1.4 3.3 70 30.1 155 24 8 109.8 5.67 3.2 80/67 21.1 16.1 D.77 1.47 26.1 14.3 26 6.0 2.3 54 70 30.7 1.57 25.3 160.5 571 3.3 80/67 21.3 16.1 0.76 1.44 26.2 14.8 2.4 100 3.0 0.7 1.7 Operation not recommended Operation not recommended 45 14 3.2 80/67 20.2 15.7 0.78 1.66 25.8 122 3.2 6.0 22 52 80/67 20.3 15.7 0.77 1.61 25.9 12.6 3.0 110 3 0 0.7 1.6 Operation not recommended 45 1.3 3 -1 80/67 18.0 152 0.84 1.85 24.3 9.7 3.9 60 2.2 5.0 80/67 18 2 152 0.63 1.80 24.3 10.1 3.7 120 30 0.7 1.5 Operation not recommended 45 1.3 2.9 8087 16 7 14.6 0.88 2.08 23.8 8.0 47 6.0 2.1 4.8 8087 _ 16.9 _ 14.6 0.87 2.02 23 8 6.3 4.4 war erF.lrnace works conhnuMly to Improve Its products. Asa result, tin oeslgn and spe<dlpalrons of each product at the time of order may be changed without nonce. (lease contact WaterFornace at 1- 860.979 -2637 for Latest desgn ano spec11000ns. Purcha SW's approval of 10.5 data set signifies that the equipment Is acceptable under the previsions Of the lob specification- Statements and other Irdarmatren contained herein are not express warrant•oS and do not form the basis of any bargain between the perbey but are merely Wole,FUrnace o oomlon or commendMion o' Its products The latest version of :Ns document is available at www.welerrurnace.corn. SD1000AN 12/09 21 Page of From: Contractor. PO Engineer. Project Name: Unit Tag. NS030 - Single Speed - PSC Capacity Data (900 CFM) 03/07/2011 10:03 #882 P.042/067 ENVISION Residential Series 2 -6 Tons 60Hz Ems. °F Flow 9Pm WPO HEATING -EAT 70•F COOLWO . EAT 80/87 •F PSI FT EAT HC kOtuh Power kW HE k8541 L T •F COP „ EAT TC Wilton SC kBtuh S? Ratio Power kW HR kBtoh EER II I FIWC 20 4.0 15 3,5 Operation not recommended 1 ' Operation not recommended 6.0 3.1 )2 8.0 5.2 12 1 70 17.6 I i 1.67 I 119 1 88.1 ! 3.09 i 2.0 30 4.0 1.5 34 Operation not recommended Operation not recommended 6.0 3.0 7.0 70 20.2 1.66 14.6 90.8 3.57 2.2 80/67 26.4 18.9 0.71 1.06 30.0 24.9 8.0 51 11.0 70 20.7 1.88 14.9 91.2 361 2.2 80/67 26.9 18.8 0.70 1,03 30.4 26.1 - 40 4.0 1.4 23 Operation not recommended Operation not recommended 6 0 2.9 6.8 70 23.7 1.70 17.9 94.4 4.07 2.4 80/87 28.7 20.4 0 71 1.14 32.6 25,1 - 80 4.9 11.4 70 24.2 1.72 18.3 94.9 412 2,5 80/67 29.1 202 070 1.11 32.9 26.1 - 50 A O 1.4 3.2 70 25.9 1,74 20.0 96.6 4.36 2,6 80/67 30.7 21.8 0.71 1.29 35.1 23.8 1.5 6.0 2.8 6.8 70 26.8 1,75 20.8 97.6 449 2.7 80/67 30.8 21.9 0.71 125 35.0 24,7 14 B.0 4.8 11.1 70 27.4 1.76 21.3 98.1 4.55 2.8 80/67 312 21.9 0.70 122 35.3 25.5 1.4 66 4 0 14 3.1 70 29.1 1.80 23.0 99.9 4.75 3.0 80/67 30.0 21.4 0,72 1.40 34.7 21.4 1.8 8.0 2.8 6,4 70 301 1.81 23.9 101.0 4,69 3.0 80/87 30.0 21.5 0.71 1.35 34.7 22.2 1,7 8.0 4.6 10.7 70 30,7 1,82 24,5 101,6 4.93 3.1 60167 30.4 21.5 0.71 1.32 34.9 22,9 1.6 70 4.0 1.3 3.0 70 32.4 1.87 26.0 103,3 5.08 3.3 80/67 30.1 21.7 072 1.64 354 19,5 22 6.0 2.7 6.2 70 33.5 1.88 27.1 104,5 522 3.4 80167 302 21.7 0.72 1.49 35,3 20.3 2.1 8.0 4.5 10.4 70 34.1 1.90 27.6 105.1 5 24 3.5 80/67 300 21.8 0.71 1.46 35.5 20.9 2.0 86 4.0 1.3 2.9 70 35.1 1.63 28.5 106.1 5.32 3.7 80/67 28 9 21.4 0.74 1.70 34.7 17.0 2.8 6.0 2.6 5.9 70 364 1.95 29.7 107.4 5.46 3.8 80167 29,0 21.4 0.74 164 34.6 17,7 2.7 8.0 4.3 100 70 36.9 1.98 302 108.0 5.48 3.9 80/67 29.3 21.5 0.73 1.61 34.8 18.2 2.6 90 4,0 1.2 2.8 70 37.9 2.01 31.0 108.9 5.61 42 80/67 28.7 202 0.76 1.87 331 14.3 3.5 6.0 2.6 6 7 70 39.3 2.04 32.3 110,4 5.64 4.3 80/67 26 9 202 0.76 1.80 33,0 14.9 3.3 8.0 42 9.6 70 39.8 206 32.8 111.0 5.66 4.4 80/67 27.1 20.3 0.75 1.77 33.2 15.3 32 100 4.0 12 2,7 Operation not recommended Operation not recommended 6.0 2.4 5,5 80167 25.6 20.2 0,79 2.01 32.5 126 4.1 8.0 4.0 9.3 80/67 25.9 20.3 0.78 1.97 32.6 13.1 3.9 110 4.0 1.1 2.6 Operation not recommended 6.0 2.3 5.3 80/67 21,7 15.9 0.87 222 29,3 9.8 5.0 8.0 3.9 8.9 80167 220 18,0 0.87 217 29.4 10.1 4.7 120 4.0 1 1 2.5 - Operation not recommended 6,0 2.2 5.1 80167 21.0 18.3 0.87 247 29.5 8.5 6.0 8.0 3.7 8 6 80/67 21 3 18.3 0.86 2.42 29.5 8 8 5.7 WaterFurnace works continually to unto. a its prodacts. As a result, Inc design and specifications of each proy,cl at the time or order may be changed without ncuSe. Please contact WaterFarnace at 4898.929.2537 for latest design ano saeclhcabbns.Pnrchaser s approval or I /1, dal. seL smarties that the !comment 15 acceptable under the prOwsrons of the job Spe:ltr[abO0. SlaIeminls ants Other mformatmn c00tainod berlm ate .0/ esprets wananlbt arw do not form the balls or any batgdr, between the 0arbes, but are merrety WaterFurnace J o0nion or ccmmendatrpn 01 Its products. The /a/est vsason of 11,S 09C0men1 is avai181,10 al www.watef.rmaceoom. SD1000AN 12/09 22 Page of From: Contractor: PA • Engineer: Project Name: Unit Tag' NS036 - Single Speed - PSC Capacity Data (1250 CFM) 03/07/2011 10:04 #882 P.043/067 ENVISION Residential Series 2 -6 Tons 60Hz E1 T Flow gpm VVPO HEATING - EAT 70`F COOLING - EAT 80167 `F PSI FT EAT 14C kBtuh Power kW HE 60546 LAT °F COP k&uh EAT TO kBttm SC kBtoh SIT Ratio 'Power kW HR kBtuh l EER Y 20 5.0 1.0 2.4 Operation not recommended Operation not recommended 7 0 2.1 4 9 9.0 36 8.2 70 I 21.8 I 1.99 I 15.0 I 86.1 I 321 t 2.4 30 5.0 1.0 2.3 Operation not recommended Operation not recommended 7 0 2.1 4.7 70 24.5 1.99 17.7 88.1 360 2.6 80567 30.3 1 210 0.72 1.27 34.7 23.9 9.0 3.5 8.0 70 25.0 2.01 18.1 88.5 3.64 2.7 80167 30.8 21.7 0.70 0.23 35.0 251 - -- 40 5.0 1.0 2.3 Operation not recommended Operation not recommended 7.0 2.0 4.6 70 28.4 2.04 21.5 91.1 4.09 3.0 80167 33.3 24.2 0.73 1.37 38.0 24.3 - 9.0 3.4 7.8 70 29.0 2.06 22.0 91.5 4.14 3.0 80787 33.8 24.1 0.71 1.33 38.3 25.3 -- 50 6.0 1.0 22 70 30.9 2.07 23,8 92.9 4.37 3.2 80567 35.9 26.2 0.73 1.55 41.2 23.3 1.7 7.0 1.9 4.5 70 32.0 2.08 24.9 93.7 4.51 3.3 80/67 38.0 26.3 0.73 1.49 41.1 24.1 1.5 9,0 3.3 7.5 70 32.6 2.10 25.5 94.2 4.56 3.4 80167 366 26.3 0.72 1.46 41.5 25.0 1.6 60 50 0.9 2.1 70 34.7 2.11 27 5 95.7 4.81 3.6 80/67 35.7 26.8 0.75 1.87 41.4 21.4 2.1 7.0 1.9 4.3 70 35.9 212 28.8 96.6 4.95 5.7 80167 35.8 26.8 0.75 1.61 41.2 22.2 2.0 90 3.1 7.3 70 366 2.15 29.2 97.1 4.99 3,8 80167 36.2 269 0.74 158 41.6 22.9 1.9 70 5.0 013 2.1 70 38.6 2.16 31.3 98.6 5.24 4.1 80167 362 27.8 0.77 1.83 424 19.7 2.6 7.0 1.8 4.2 70 40.0 2.18 32.6 99.6 5.38 42 85/87 36.3 27.8 0.77 1.77 42.3 20.5 25 9 0 3.0 7 0 70 40.7 2.20 33.2 100.1 5.41 4.3 80187 36 7 27.9 0.76 1.73 42.6 21.2 2,4 80 50 0.9 2.0 70 41.8 2.20 34 3 101.0 5.57 4.6 80/67 35.3 27,7 0.78 2.01 42.1 17.6 3.3 7.0 1.7 4.0 70 43.4 2.23 35.8 102.1 5.71 47 80167 35.4 27.7 0.78 1.93 42.0 18.3 3.1 9.0 2.9 6.8 70 44.1 2.25 36.4 102.6 5,73 4.8 80167 35.8 27.8 0 -78 1.90 42.3 18.9 3.0 90 5.0 0,8 1.9 70 45.3 2.25 37.6 103.5 5.89 5.1 80167 33.1 26.8 0.81 2.19 40.6 15.1 4.1 7.0 1.7 3.9 70 47.0 2.28 392 104.8 603 5.3 80/67 33.3 26.8 0.81 2.11 40.5 15.8 3.9 9.0 2.8 6.6 70 47.7 2.31 398 105.3 6.05 5.4 80/67 33.6 270 0.80 2.08 40.7 16.2 3.7 100 5.0 0.8 1.8 Operation n5/ recommended Operation not recommended 70 16 3.8 80167 32.3 26.6 0,82 2.34 40 3 13.8 4.8 90 2.7 68 80/67 327 26.7 0.62 2.29 40.5 14.2 4.6 110 5.0 0.8 1.8 Operation not recommended 7.0 1.6 3.6 80/67 29.1 24.7 0.85 2.57 37.8 11.3 5.9 9 0 2.6 6.1 80/67 29.4 24.8 0.85 251 38.0 11.7 5.6 120 5.0 07 1.7 Operation not recommended 7.0 1.6 3.5 80567 27.2 244 0.89 2.84 36.9 9.6 71 910 2.5 56 _ 80/67 _ , 27.6 244 0.89 2.78 37.0 9.9 6 7 Wate,FOtnace works Contnua9y to mmprpve its products. Asa result. the Design and 0Oe0mhcahons of each 5.04,101 at the tune of order may be changed without no:06. Please contact Wate,urnate at 1- 085-929 -2637 for latest design ono fpee,r,ea .ars. Putchaser's approval of this data set signfines that the equipment is acceptable under the proviswns of the lob speotrealion. Statements and other information contend herein are net express warrant./ and do not farm the basis or any bar9 am between the parties. bur are merely Waterrurnace'3 o8Vaon or con-metdehon of d5 products The Iatelt /ream, OI tm/ document 1s available at www.walert.tmace.corn. SD1000AN 12/09 23 Page of From: Contractor: P 0 Engineer' Project Name: Unit Tag' NS042 - Single Speed - PSC Capacity Data (1350 CFM) 03/07/2011 10:04 #882 P.044/067 ENVISION Residential Series 2 -6 Tons 60Hz EWi ,F Flew ppm WPO HEATING - EAT 70•F COOLING - EAT 50167•F PSI FT EAT HC kBtuh Power kW FIE kBtuh LAT 'F COP kBtuh EAT TC kBtuh SC kBtuh S? Rarer I Powlf kW HR kBtuh EER I liWC kBtuh 20 5.0 0.8 1.9 Operation not recommended Operation not recommended 8.0 2.3 5.3 11.0 4.4 10.3 70 L 25.4 1 2.41 1 17.1 1 874 i 3.09 i 3.7 30 5.0 0.8 1.8 Operation not recommended Operation not recommended 8.0 2.2 5.1 70 29.3 2.45 21.0 90.1 3.51 3.9 80167 41.0 28.4 0.69 1,76 47.0 23.3 -- 11.0 4.3 10.0 70 29.7 2.45 21.4 90.4 3.56 4.0 80/57 41.4 28.4 0.68 1,72 47.3 24.1 -• 40 5.0 0.8 1.8 Operation not recommended operatlo0 not recommended B.0 2.1 4.9 70 33.3 2.52 24.7 92.9 3.88 4.3 80167 42.7 30.3 0.71 1.85 49,0 23.1 -- 11.0 4.2 9.7 70 33.9 2.52 25.3 93.3 3.94 4.4 80167 43.1 30.3 0.70 1 BO 493 23.9 -- 50 5.0 07 1.7 70 35.8 2.52 27.2 94.6 4.18 4.7 80(67 43.3 31.3 0.72 2.05 503 21.1 2.6 8.0 2.1 4.8 70 37.3 2.57 28.5 95.6 4.26 4.6 80)67 43.8 31.6 0.72 1.97 50.5 222 2.5 11.0 4.1 9 4 70 38 0 2.58 29.3 96.1 4.33 5.0 50167 44.2 316 0.71 1.92 50.8 23.0 2.4 60 5.0 0.7 1.7 70 39.3 2.57 30.5 97.0 4.48 5.3 80/67 43.1 32.0 0.74 2.22 60.6 19.4 32 8.0 2.0 4.6 70 41.1 2.63 32.1 98.2 4.58 5.4 80167 43.6 32.4 0.74 2.12 50.9 20.5 3.0 11.0 3.9 9.1 70 42.0 2.65 33.0 98.8 4.66 66 80!67 44.1 32.4 073 2.07 51.1 21.3 2.9 70 5.0 0.7 1.6 70 427 2.63 33.7 99.3 4 76 6.0 80167 43.1 33.1 0.77 2.41 51.4 17.9 4.0 8.0 1.9 4.5 70 44.8 2.70 35.5 100.7 4.86 6.1 80/67 43.8 33.4 0.76 2.31 51.7 19.0 3.8 11.0 39 8.8 70 45.9 2.73 36.6 101.5 4.94 6.3 80/67 44.3 33.4 0.75 225 51.9 19.7 3.6 80 5.0 0.7 1.6 70 45.9 2.65 36.9 101.5 5 09 6.7 80/67 41.4 323 0.78 2,64 50.4 15.6 5.1 8.0 1.9 4.3 70 48.4 2.73 39.0 1032 5.18 6.9 80/67 42.1 32.6 0.77 2.52 50.7 16.7 4.8 11 0 3 7 8.5 70 49.8 277 40.3 104.1 5.28 7.1 80/67 42.6 32.6 0.77 2.46 50.9 17.3 4 6 90 5.0 0.7 1.5 70 49.1 2.68 406 103.7 5.37 7.5 80/67 39.0 31.4 0 -80 2.91 48.9 13.4 6.4 8.0 1.8 4.2 70 51.8 2.78 42.4 105.6 5.47 7.8 60167 39.8 31.7 0.60 2.77 49.3 14.4 6.1 11 0 3.5 82 70 53 5 2.82 43.9 106.7 5.57 6 0 60/67 402 31.7 0.79 2.70 49.4 14.9 5.8 100 5.0 0.6 1.5 Operation not recommenced Operation not recommended 8.0 1.7 4.0 80/67 382 31.1 0.81 3.04 48.6 12.6 7.5 11.0 3.4 7.9 8087 38.6 31.1 0.81 2.96 48.7 13.0 72 110 5.0 0.6 1.4 Operation not recommenced 8.0 1.7 3.9 80/67 34.6 28.5 0.63 3.35 46.1 10.3 92 11 0 3.3 7.6 80/67 35 0 28.8 0.82 328 46.1 10.7 8.8 ■ 120 5.0 0.6 1.3 Operation not recommended 8.0 1.6 3.7 80/67 32.5 28.4 088 3.68 45.1 8 8 11.1 11.0 3.2 7.3 8087 32.8 28.4 0.87 3.58 45.1 9.2 10 6 WaterFwnace works contnwa /ly to improve Rs pradacts. As result. the design and soeci0calans o! each pr0ouct at the time of order may be changed without notice. Pease contact Waterrornace at 1- 590.928.2037 for latest design any ecihealions. Purchaser's approval or this data set slgrvlres that the equament rs acceptable under the provisions or the lob specification. Statements and other information contained herein arena express warranties ono 0o not form the basis o! any bargain between the parties, but are merely WaterFurnace t opinion or commendation of its products. The latest version of this document i5 available at www.woterrurnare corn. SD1000AN 12/09 24 Page of From: Contractor: P O - Engineer Project Name: Unit Tag' NS048 - Single Speed - PSC Capacity Data (1500 CFM) 03/07/2011 10 :05 #882 P.045/067 ENVISION Residential Series 2 -6 Tons 60Hz °F Flow 9Pm 0W0 HEATING - EAT 70'F COOLING -FAT 80/67 PSI FT EAT I HC kStuh Power kW HE ketch LAT °F COP I 111 k'4h EAT I TC kOtuh SC ketuh I S/f Ratio I Poorer kWI 1 I'F HR kBluh 11111 EER I 1 k&uh 20 6.0 1A 2.6 Operation not recommended Operalion not recomrnerlded 9.0 2.3 6.4 12.0 4.0 9.2 70 I 328 3.05 r 22.4 90.2 I 3.15 I 4.8 30 6.0 1,1 2.5 Operation not recommended Operation not recommended 9.0 2.3 5.3 70 37.5 3.13 28 8 93.1 3.51 5.2 80/67 49.7 34.1 0.69 1.94 56.3 25.6 -- 12.0 A 19 9 0 70 38.0 3.13 27.3 93 5 3.56 5.3 80/67 502 34.1 0.68 1.89 56.8 26.6 - 40 6.0 1.1 2,5 Operation not recommended Operation not recommended 9.0 22 5.1 70 43,0 3.23 32.0 96.6 3.90 5.7 80167 515 36.0 0.70 2.10 58.7 24.5 -. 120 ' 3.8 " 8.7 70 43.8 3.24 32.7 ' 97.0 3.96 - 5.8 80/67 52.1 36.0 0.69 205 59.0 25.6 -- 50 6.0 1.0 2.4 70 462 3.26 35.1 98.5 4.16 6.2 _ 80/67 52.5 37.4 " 0.71 2.40 80,7 21.9 3.1 ' 9.0 21 4.9 70 48.1 3.32 36.7 99.7 425 6.4 80/67 53.1 37.8 0.71 2.30 60.9 23.1 2.9 12.0 3.7 84 70 49.0 133 37.7 1003 4.31 6.5 80167 63.6 1 378 0.70 2,24 61.3 23.9 2.8 80 6 0 1.0 2.3 70 _ 50,8 3.33 39.5 101.4 4 48 7.0 80167 51 1 37.0 0.72 2.63 60.1 10.4 3.7 9.0 2.1 4.8 70 53,1 3.41 41.5 102.8 4.57 7.2 80/67 51.8 37.3 0,72 2.52 80.4 20.6 3.6 12.D 3.5 82 70 54.4 3.43 42.7 103,6 4,64 7.4 80/67 52.3 37.3 071 2.45 60.7 21.4 3.4 70 6.0 1.0 22 70 55,5 3.41 43.9 104.3 4,78 7.9 80/67 50.8 37.4 0.74 2.91 603 17.4 4.7 9.0 2.0 4.6 70 58.2 3.51 46.3 105.9 4,87 8.1 80/67 51.5 37.0 0.73 2.78 61.0 18.6 4.5 12.0 3.4 7.9 70 69.7 + 3.54 47.7 106.9 4.95 8.3 ,w, 80/67 52.1 37.8 0.73 2.76 61.3 19.3 42 80 6.0 0.9 2.1 70 59.4 3.46 47,5 106.6 5.03 8.8 8087 48.5 ' 36.6 0,75 3.23 59.5 15.0 5.9 9.0 1.9 4.5 70 62.5 3.50 50.3 108.6 5,11 9,1 80/67 49.4 36.9 0.75 3.07 59.8 10.1 5.8 12.0 33 7.6 70 641 3.62 51.9 109.7 5,20 9.4 80/67 49.9 36.8 0.74 2.99 60.1 16.7 54 90 60 0.9 2.1 70 63,2 3.52 512 109.0 526 9.9 80/67 a1 34,9 0.77 3.57 573 12.6 7.4 9.0 1.9 4.3 70 66.8 366 54.3 1112 5.35 10.2 60/67 46.0 352 0.77 3.39 57.6 13.6 7.1 12.0 3.2 7.4 70 68.9 _ 3,71 56.2 112 5 5.44 10.6 80/67 46.5 35.2 0.76 3.30 57.7 14.1 6.7 100 6.0 0.9 2.0 Operation not recommended Operation not recommended -_ 9.0 1.8 42 80/67 44.3 34.8 0,78 3,76 57.1 11.B 8.8 12.0 3.1 7.1 80/67 44,8 34.8 078 3.65 57.2 12.3 8.4 110 6.0 0.8 1.9 Operation not recommended 9.0 1.7 4.0 80/67 39.9 32.3 0.61 4.15 54.0 9 6 10.8 12.0 3 0 6,8 80/67 40 3 32.3 0.80 4.03 54.0 10.0 10.2 120 6.0 0,8 1.8 Operation not recommended 9.0 1.7 3.8 80/67 I 37.6 31.7 0,84 4.59 63.3 8.2 13.0 12.0 2.8 66 80/67 i 386 31.7 0.83 1 4.46 53,2 8,6 12,4 WalerFurnace v06k5 continually to improve M15 products. As a resun, the deport and 5pecrhcatons of each product at tha hone of order may 00 chanced 0H■OU/ nonce. Please contact WaterFUrnace at 1480. 929 -2937 for latest des9n ono peeillcabons. Purchaser's 10proval Of this data aft signer.S that the ettuiomenl is acoeptebla under the provrswns cl the 10b spenhcatson. Statements and other Wornut:on contained herem are not express warren ...e5 and do not form the basis of any barnam between the parties, but are merety Wa1erFwnace's opHn,on or commenddrron c /,ls produces. The latest version of tha Document is available at wwq- welerrwnace coon. SD1000AN 12/09 25 Page of From: Contractor: PO Engineer Project Name: Unit Tag: NS060 - Single Speed - PSC Capacity Data (2000 CFM) 03/07/2011 10:06 #882 P.046/067 ENVISION Residential Series 2 -6 Tons 60Hz E•FT Flow 9Am WPD HEA7W9(3 - EAT 70•F COOLING - EAT 80187'1 PSI FT EAT HC kB1uh Power kW HE kRtuhd 1.AT `F COP WW1 EAT TC kBluh 80 kBtuh Slf Ratio Power k> HR k&uh EER HYVC kBt 20 9.0 25 5.7un Operation not recommended Operation recommended 12.0 4.0 92 15.0 5.9 13,5 70 1 39.6 l 4.02 i 25 9 i 88.3 I 2.89 1 5.8 30 9,0 24 6 5 Operation not recommended Operation not recommended 12.0 3.9 B 9 70 44.5 4.02 30.8 90.6 3.24 6.2 80167 70,2 46.6 0.69 2.91 802 24.2 - . 15.0 6.7 13,1 70 45.9 4 12 31.8 91.2 3.26 6.4 80167 71.4 48.1 0,87 2.74 80.8 26.1 -- 40 9.0 23 5.3 Operation not recommended Operation not recommended 12.0 3.7 87 70 52.5 4.19 38.2 94.3 - 3.67 6.9 80/67 717 49.8 0.69 3.10 82.3 23.1 - 15.0 5.5 12.7 70 53.7 4.26 39 2 94.9 3,70 7.1 80167 72.6 49.6 0.68 2.95 82,8 24.6 -• 60 9.1 2.2 ® 0 5 6 50,5 0.69 3.44 84,: 12 4.1 12.0 3.6 8.4 70 592 4.34 44.4 97.4 4.00 7,7 80/67 72,9 51.D 0.70 3.38 84.4 21.6 3.9 15.0 5.3 12.3 70 60.3 4.38 45.3 ' 97.9 4.03 7,9 80/67 73,6 51.0 0.69 3.23 94.7 22.8 3.7 60 9.0 2.2 5.0 70 64.1 4.42 49.0 - 99.7 4,25 8 4 80/67 70,5 49.4 0 70 3.63 82.9 19.4 5.0 12.0 3.5 8.1 70 65.6 4.47 50.3 100.3 4.30 8.7 80/67 70.8 49.6 0.70 3.53 82.9 20.1 4.8 15.0 52 11.9 70 67,3 4,53 57.9 101.2 436 9.9 80/67 712 49.9 0.70 3.41 82.8 20.9 4.6 70 9.0 2 1 MILUIE 70 XMAIIIIIIIIME 49.4 0,71 3.'7 82.7 1 .4 6.3 12.0 3,4 7.9 70 712 460 552 103.3 4,58 9.8 8087 69.9 49.4 0.71 3.83 83.0 18.2 6,0 15.0 5.0 11.6 70 74.6 4.69 58.6 104.5 4.66 10.0 80/87 69.9 49.9 0 71 3,73 82.6 18.7 5.7 80 9.0 2.0 4,7 70 75.2 4.65 59.3 104.9 4.73 10.7 80/67 66.1 48.0 0.73 4.35 80.9 16.2 8.0 12 0 3.3 7.6 70 77.8 4,68 61 8 106.0 4.87 110 80/67 86 8 48.0 0.72 4.16 81.0 16.0 7.8 15.0 4.8 11,2 70 792 4,82 63 5 107.0 4.86 11,3 80/67 67.1 48.5 0,72 4.05 90 9 16.8 7.2 90 9.0 2.0 MEM 70 80.0 4.78 - .7 107.1 -.91 12.0 9087 45.8 0.74 4. 4 77, 130 10.0 12.0 32 7.3 70 639 4.78 67.6 108.8 514 12.4 8087 622 45.8 0.74 4,49 77.5 13.8 9.5 150 4.7 10.8 70 95.5 4.97 68.5 109.6 5.04 12.8 •1,9 80/57 62.8 46.3 0.74 4.37 77 7 14.4 9,1 700 9.0 4.4 " Operation not recommended Operation not recommeoded 12.0 3.1 ® 8087 59.7 45 0 0.75 4,99 76 7 11 9 11.8 75.0 4 5 80167 ®�l '.s 76.9 12,4 11.2 110 9.0 1.8 111100111 Eros Operation not recommended 12.0 22 80/87 54,5 412 0.77 5.43 73.0 10.0 14.5 15.0 4,3 MIN 8087 55.1 42.3 0.77 5,30 73.1 10,4 13.8 120 9.0 1.7 Operation not recommended 12.0 2.8 80/67 50.8 41.5 0.82 8.09 716 8.3 17.5 15,0 4.2 96 8087 51.7 41,9 0.81 5.92 71.9 8.7 16.7 WatetFUrnacs worts conhnually /01(hprOVC As products. Asa result. the den9n and speed...tons or each product at the erne et order may be changed wdhot,t nonce please contact Wate *Furnace at t- ebb - 929.2537 for latest desgn one specdiicetwrs. pure/laser s approval that data set sgneAs that the eq.nement n acceptable under the prbwstons of the mb spec ncatlon. Statements and other lnformeaon contained heroin are not express warrart:es ono do not form the baps of any baream between the part., but are merely Wate0Furnace s opinion or commendation of its erohects. The totest verston of fhls document is evadable at www.waterlurnacceen, SD1000AN 12/09 26 Page of From: Contractor:_ P 0 - Engineer Project Name: Unit Tag. NS070 - Single Speed - PSC 03/07/2011 10:07 #882 P.047/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (2200 CFM) EWf F Flow gem MD HEATING - EAT 707 COOLING- EAT /1087 'F PSI FT EAT 1HC 188811 Minn! I paver kWI HE kt3tuh 111 tAT'F COP EAT 7C Y9tuh 6C k13roh SIT Ratio power kW HR kBlull EER HWC Y 20 12.0 3,0 7.0 Operation rat retOnrmended Operation not WPM mended 15.0 4.4 102 18,0 6.0 13.9 70 I 46.0 1 4.54 I 30.5 I 89.4 I 2.97 [ 6.9 30 12.0 3.0 6.8 Operation not recommended Operation not recommended 15.0 4.3 9.9 70 53.0 4.65 372 92.3 3.34 7.4 80/67 73.6 49.7 0.68 2.87 83.4 25.6 - 18.0 ' 6.8 135 70 53.2 4.66 37.3 92.4 3,34 7.6 80167 74.0 49,1 0.66 2.86 83.8 25.8 40 12.0 2.9 6.6 Operation not recommended Operation not recommended 15.0 4.1 96 70 61.8 4.80 45.5 96.0 3 -77 8.2 80/67 77.3 52.8 0.68 3.11 67.9 24.9 - 18,0 5.7 13.1 70 62.2 _ 4.82 456 962 378 84 8087 77.9 52.6 0.67 3.09 88.5 25.2 -- 50 12.0 2.8 6.4 70 68.1 4.91 51.4 98.7 4.07 8 9 8087 80.7 55.5 + 0.69 3.51 92.7 23.0 4.5 15,0 4.0 9.3 70 69.5 4.95 52.7 99.3 4.12 9.2 80/67 81.2 55.7 0.69 3.41 92.8 23.8 4.3 182 5.5 12.7 70 70.1 4.07 832 99.5 4.13 9.4 80/67 82.0 56.0 0,68 3.38 93.5 24.3 4.1 60 12.0 2.7 6.2 70 766 5,08 58.3 101,8 4.38 10.0 8087 77.3 53.7 0.9 3.81 90.3 20.3 5.5 15.0 3.9 5.0 70 77 8 5.11 60.3 102.7 4.46 70.3 80/67 77.7 63.9 0.69 3.70 90.3 21.0 52 18.0 5.3 12.3 70 787 5.14 01.2 103.1 4.48 10.6 80/87 78.7 54.6 0.69 3.65 91,1 21,5 50 70 12.0 2.6 6.0 70 83.4 5.22 65.6 101 4.69 11.3 8057 76.8 54.5 0.71 4.15 91.1 18.3 6.9 15.0 3.8 8.7 70 88.4 529 68.4 106.4 4,79 11.6 8087 77.1 54.6 0,71 4.08 91.0 /8.9 6,8 18.0 5.1 11.9 70 87,7 5.33 69.5 106 9 4.82 11.9 80/67 76.2 55.8 0.71 4.01 919 19.5 6.3 80 12.0 25 5.8 70 892 5.36 70.9 107.5 4.88 12.7 6087 73.3 522 0.71 4,61 89.1 15.9 8.7 15.0 3.6 8.4 70 93,3 5,48 74.6 109.3 5,00 13.1 80467 736 522 0.71 4.49 88.9 16.4 8.3 18,0 5.0 11.5 70 94.9 5.51 76.1 109.9 5.05 13.5 80/67 74.6 53 8 0.72 4.40 69.8 17.0 7.9 80 12 0 2.4 6.6 70 95.4 5.52 76.5 1101 5.06 14 3 60/67 67.0 46.5 0.72 5.06 84.3 13.2 10.9 15.0 3.5 8.1 70 100.5 5.64 812 112.3 522 14,7 80/67 67.2 48.4 0.72 4.93 84.0 13.6 104 18.0 4.8 11.1 70 102.5 5.70 83 0 113.1 5.27 15 2 8057 68.6 50 3 0.73 4.61 85.0 14.2 9.9 100 12.0 23 5.4 Operation not recommended Operation net recommended 15.0 3.4 7.8 80/67 65.0 47.8 0.74 5 47 83,7 11.9 13.0 18.0 4 6 10.7 8057 66.4 50.2 0.75 5.33 84.6 12.5 12.3 110 12.0 2.2 5.2 Operation not recommended 15.0 3.3 7,5 80/67 57.4 42.5 0.74 6.03 77.9 9.5 15.9 18 0 4 4 10.2 80/57 58.8 45.0 0,77 5.85 78.8 10.1 15 1 120 120 2.2 5.0 Operation not rec0050ended 1.60 3.1 7.2 80/87 54 2 43 1 0.79 6.65 77.1 0.1 19.2 18.0 4.3 9.8 80/67 55.7 46.0 0.83 6.47 77 6 8.6 182 WaterFurace, works COrnmuolly to improve .13 products. Asa result, the des19n and see 1,:obons or aeon product al the rase of order may be changed w,hout nonce. Nyasa contact WarerFumace at 1.888- 929 -2537 for latest design ono specIf4atons, pu re ho s pr's approval of this data set 1.90.4 s that the eq.itement n acceptable under the prowsons Of the tab sp0Mication, $lalerreenls and Other into rrWLpn contaned herein are not eaprers worrant'es and do not /wen the basis of any bergam between the Nantes, but are merely WaterF Lana ce s ooWOn or cOmmendabon 04,15 products, The latest version of Inn document n eva.loble at www.walerfuenee ,<em. SD1000AN 12/09 27 Page of From: Contractor: PO • Engineer' Project Narne: Unit Tag• NS022 - ECM 03/07/2011 10:07 #882 P.048/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (700 CFM) E407 'F flow Rate ' GPM Water Pressure trop HEATING -EAT 70°2 COOLING -EAT 80167.2 AIMow CFM HC 1Btuh Power 1 w HE sewn 1 1Ai `F COP hBNC Mitch NrBaw CFM 70 k8luh SC kBtoh SR Ratio Power kW HR kB10h EER 5500 51310 PSt 57710 30 09 22 Operation not recommenced 20 45 18 42 Operation not recommendetl 60 29 66 600 1 122 1.18 B3 690 306 16 700 125 119 64 865 3 08 15 30 09 21 Operation not recommerdsd operation not recommenced 30 45 17 40 600 14.5 5.19 104 923 366 17 600 234 158 069 066 257 356 - 700 14 8 120 10 7 89 5 3 61 1 6 700 230 173 073 069 262 344 - 50 28 66 600 14.8 1.20 107 928 361 18 600 236 158 067 054 257 369 - 700 150 121 108 698 362 16 700 241 173 _, 072 0.67 264 360 - ' 30 09 20 Operation not reo0 emended Ope atoll not recommended 4 5 1 7 t 3 9 600 17.0 1.22 12 9 96 3 4 10 1 9 600 24 2 15 8 0 65 0 72 26 7 33 6 - 40 700 174 1.22 132 93.0 417 18 700 246 173 070 075 272 327 - 60 28 64 600 17.3 1.23 131 968 412 20 600 244 158 065 0.70 268 349 - _ 700 177 123 135 934 420 1.8 700 24.9 173 0.69 073 274 342 - 30 09 25 600 185 122 143 986 443 ..- 21 600 '246 156 063 054 275 292 11 700 18.9 1.22 147 950 457 20 700 25.2 17.0 067 088 282 287 12 50 4 5 1 6 3 8 600 19.5 1,25 15 2 100 0 456 22 600 249 15 7 063 083 276 311 1 0 1- 700 19.8 1.26 15.6 962 464 20 700 254 171 567 004 28,3 3D4 11 60 27 62 600 19.7 127 154 1005 456 22 600 252 157 063 579 278 324 10 , 700 20 2 126 15 9 96 7 4 70 2.1 700 25 7 171 0 67 0 81 28 4 31 7 1 1 3 0 0 8 1 9 600 20.9 1.27 16 6` 102 3 4 82 2 4 600 23 9 15 4 0 65 094 • 271 25 3 1 3 700 21 4 1.25 171 98 3 498 2 2 700 34 3 16 8 0.69 098 277 24 8 1 4 90 4 5 1 6 3 7 600 21.9 1.30 17 5 103.8 494 2 4 600 24 1 156 065 0 89 27 1 26 9 1 2 700 29.4 1.29 16.0 99 7 510 2 3 700 24 6 17 0 0 69 0 93 27 8 26 4 1 3 60 26 60 600 22.2 1.31 178 1043 496 22 600 243 156 064 087 273 200 11 700 236 130 184 1002 515 2.3 700 248 170 068 090 279 275 1,3 3 0 0.8 18 600 23.3 1.32 18 8 106 0 517 27 600 23 6 15 3 065 107 27 2 , 22 0 16 r 700 23.9 1.30 19.4 101.6 540 26 700 240 166 069 111 275 216 17 70 45 15 36 600 24.3 1.35 197 1075 529 27 600 237 154 065 151 272 235 15 700 25.1 133 20 5 103 2 552 2 5 700 24 3 18 8 069 105 27 9 23 1 1 1 6 0 25 5 8 600 24.8 1.37 20 1 106 3 5 32 2 B 500 24 0 154 0 374 0.99 27 4 24,4 1.4 700 , 25 5 134 20 9 103 7 5 57 2 6 700 24 5 16 6 0 69 1.02 28 0 240 18 30 06 18 600 254 1.36 207 1091 540 3.0 800 ' 225 150 • 066 121 267 16.6 20 700 26 1 1.34 21 5 1045 5 70 2 8 700 23.0 162 071 126 273 18 3 2.2 80 4 5 15 3 4 600 225 1.41 21 7 110 8 5 51 3 1 600 22 7 15 1 066 1 15 26 7 19 8 1 9 700 27.3 1.37 227 1062 5.84 20 700 233 164 071 1.49 27.3 196 21 60 24 56 600 26,9 1.42 221 1116 554 32 900 230 151 065 1.11 268 207 1.8 v _ 70D 278 139 231 1068 566 29 700 234 164 070 115 274 203 20 30 07 17 600 27.5 1.44 225 1124 559 33 600 209 146 070 130 256 162 25 700 28.4 140 236 107.5 596 31 700 214 15.8 074 1.42 262 150 27 99 45 14 23 500 296 1.47 236 1142 570 34 600 211 148 070 131 255 16.1 2.4 700 25.7 1.42 24.B 1092 611 3.2 700 216 160 074 134 261 161 26 60 23 54 600 29.1 149 240 1149 572 35 600 214 148 069 126 257 169 22 _ 700 302 144 253 1099 615 33 700 217 160 074 131 262 167 2.4 30 0.7 17 t Ope *Cannot recommended 100 45 14 3.2 600 202 144 071 148 252 136 29 700 206 156 076 152 258 135 3.2 60 22 52 600 204 144 070 143 253 142 27 700 206 156 075 148 259 141 30 30 07 16 Ope orlon not recommended 110 4 5 1 3 3.1 operation not recommended 600 10.1 13 8 0 76 187 23 9 10 9 3 6 700 185 150 081 172 243 106 39 60 22 50 600 183 138 076 762 238 113 33 700 187 152 061 167 243 112 37 3.0 07 15 Ope au on not recommended 120 45 13 29 600 890 134 079 189 233 95 43 700 171 14 5 0 65 194 23 8 8 8 47 60 2t 48 600 170 134 079 103 232 93 40 700 173 145 084 189 238 92 44 WalerFurnace vend, ontlnuaOy o rromve IS prodact5. As result, 11e ae5100 and sore hcattons or each product at the lane or Order may at changed wOhout ndt7e Please contact Wate'Faroace at 1.885.929.2837 for retest [tenon and 352511i741KKK, Pyrcba er's appr0 al of this dell set aigmr1es that the equipment is acceptable under the provnssons of the rob spec4Kation. Statements and 01hw into matl0n c0ntaned herein are note 9re35 warrantee and do not farm the bass o7 any barg4n between the games, but are merely WaterFurnace s *patron or co0lrnendabSn of d5 produe15. The latest version or tha ooeument d 90440bte at www,waterfornete.00m. SD1000AN 12/09 28 Page of From: Contractor: PO • Engineer' Project Name: NSO3O - ECM Unit Tag. 03/07/2011 10:08 #882 P.049/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (900 CFM) 0667 'F low Rate GPM Water Presawe Drop HEATING -EAT 70•E COOUNG • EAT 80187 OF Arrow `CFM HC 88(41 I Power OW HE ` SBtuh U17 'F COP 1400 kWh AkBpw C144 7C k8tuh SC k81uh 577 Hobo Power kW HR k9tuh EER 17�yC , k64147 P51 FTMO 20 Operation not recommended Operalloo not recommended 60 31 72 80 52 721 700 900 169 172 1 152 155 I 11.7 11.5 ( 924 87,7 326 325 22 20 30 40 15 3.4 Operaton not recommended OPa aeon not recommended 6 0 3.0 7 0 700 000 19 4 79.8 1 51 154 14 2 746 95 7 90.4 3 77 377 2 4 22 700 900 26 1 268 16 7 187 064 070 0 87 094 29 1 30.0 30 0 285 - -- 8 0 5 1 11 8 790 900 19.9 202 1 53 156 14 7 149 90 3 908 3 82 381 2 4 22 700 900 26 3 273 16 7 _ 18.7 0 03 068 , 0 85 091 29 2 304 3D 8 300 - - 40 40 14 33 Operation not recommended Operation not recommended 60 29 66 700 000 227 23 3 156 158 174 17 9 1001 939 427 4.31 28 2 4 700 903 283 291 160 20 2 064 0 70 095 102 315 326 297 284 - _- 8 0 4 9 11 4 700 900 23 3 23 6 158 160 17 9 18 3 180 8 94 5 4 32 436 2 7 25 700 900 28 5 29 5 19 0 20 2 063 D 68 093 0 99 317 32 9 30 5 29 7 --. .- 50 40 14 32 700 903 249 255 160 162 194 200 1029 962 455 461 28 26 700 900 302 31.1 193 217 _ 064 070 110 1.17 340 351 275 266 14 1,5 60 28 66 700 900 25.7 264 1.61 1.83 202 20 8 1040 97 1 468 4 75 29 27 700 900 303 311 19S 21 8 064 0 70 106 1 13 339 35.0 286 277 13 1 4 80 48 111 700 900 263 26 9 163 1.64 207 21 3 1048 97 7 472 4 81 30 28 700 900 306 31 6 195 21 8 064 0 69 104 1 10 341 35 3 295 28 7 12 7 4 90 4 0 1 4 31 700 900 27 9 28 7 167 1 67 22 2 23 0 107 0 99.5 490 502 3 2 3 0 700 900 0 29 5 304 16 9 213 064 0 70 121 128 33 6 34 7 24 4 23 7 17 1.8 60 25 64 700 900 299 29 7 169 169 231 23 9 1082 100 6 501 5 16 33 3.0 700 900 296 30 5 191 21 3 065 0 70 116 123 335 34 7 254 24 7 16 1 7 80 46 107 700 900 1 295 30.3 171 1 70 236 245 1090 101 1 505 5 21 34 3 1 700 900 299 30 8 191 21 4 064 069 114 1 20 338 34 9 262 25 6 15 1 6 70 4 0 1 3 3 0 700 900 31 1 320 1 76 175 25 1 260 111 1 102.9 _ 5 19 536 3 6 33 700 900 r 29 7 306 19 2 218 0.65 071 135 142 34 3 354 22 0 215 21 22 60 27 62 700 900 321 331 170 170 260 271 7125 1041 528 550 37 34 700 900 297 305 153 216 065 070 130 137 342 35.3 22.9 224 20 21 80 45 104 700 900 32.7 33.1 181 1.75 T 265 27 6 ` 1132 104 6 531 5 53 36 3 5 700 900 307 31 0 59.3 21 7 064 070 127 134 344 35.5 23.6 23.1 18 20 60 40 13 29 700 900 336 34.7 1.84 1 .41 273 28 5 11441 105 7 536 561 • 40 3 7 700 900 f 254 29.3 790 21 3 067 073 1.51 158 33.6 34 7 189 18 5 26 2,8 60 26 59 700 900 348 36 0 187 1 83 284 29 7 1160 107 0 548 5 75 41 3.8 700 900 286 29 4 191 21.3 067 0 72 145 1.52 33,5 34 6 19.7 19 4 25 2.7 80 _ 43 100 T 700 900 353 36 5 1.89 195 289 302 1167 1076 ... 547 5 77 43 3.9 700 900 288 29 7 191 21 4 066 0 72 142 1 45 337 34 8 203 199 23 25 90 40 h 12 28 700 900 362 37 4 194 1 89 296 31 0 1178 108 5 547 580 45 4 2 700 000 263 271 180 20 1 06B 0 74 1.68 1.75 320 331 156 15 5 33 3 5 60 25 57 700 900 37.5 389 197 192 308 323 1196 5105 659 593 46 43 700 900 265 273 180 201 068 074 162 168 320 330 164 162 31 33 00 42 96 700 900 380 39.5 2.00 194 312 32 8 720.3 110 8 _ 558 595 40 4 4 700 900 267 27 6 791 20 2 088 0 73 1.58 165 321 332 169 16 7 28 3 2 100 40 12 17 Operaton not recommended _ _ Operation not recpmrnerded 60 24 Se 700 900 203 260 760 201 071 077 783 189 315 32.5 138 138 39 41 80 40 93 700 900 255 283 181 202 071 077 179 185 316 326 143 142 35 39 110 40 11 20 Operation not recommended 60 23 53 700 000 215 222 169 788 079 095 204 210 265 293 106 106 46 50 80 39 89 700 900 21,7 224 170 189 078 084 199 _ 205 285 294 109 109 43 47 120 40 11 25 Operation not recorrrmende0 6.0 2 2 5 1 700 900 108 214 163 181 078 085 230 235 287 295 91 91 55 60 80 37 96 750 900 209 217 764 182 078 084 225 230 28 295 93 94 57 57 WaterFwnace works onnhuafly to en17000e 4s prod CtS. As 6 re5vlt, the deign and specdroabons of each product at the tone of order may 80 changed wdhoul nottee. Please contact Water7 mace al 1 885979 -2837 for latest desgn ono apectrcabonS. Purchaser's approval pf thn data Set si9nil les that the equ,omenl 7860804amo Under the provisions et the rob Speodioanon. 5141e)ents and Other Tformaton Contained herein ere not eepras5 warranOes and do not tor) the b 51 00 any barga0 between the pnrbes, bu: are merely WaterFurnaca'S opknon Or cptmrendebon of as products. The latest version Of this 0ocu)snt rs avalable at wW W waled umace corn. SD1000AN 12/09 29 Page of From: Contractor: PO Engineer' Project Name: NS036 - ECM Unit Tag: 03/07/2011 10:09 #882 P.050/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (1250 CFM) EW7 aF Now Rate GPM 1Nater Pressure Drop HEATING • EAT 70•F er COOUNW • EAT 80167 •F A/Mow CFM HC kDI h Power kW HE Mon LAT aF _ COP MHC k8tuh Ain/ow CFM TC 68Wh SO 6Bebt V7 Ratio 1 Pater kW HR WW1 1 EER 4962 MBSA PSI FT/HO _ Operation not recommended 20 7.6 2.1 4 9 Operation not recommended 9.0 3.6 8.2 1050 21.0 183 141 88 5 3.36 2.7 1250 21.4 1.57 150 65.8 3.35 24 5.0 1.0 23 1 Operation not recommended Operation not recommended 30 7.0 2.1 4.7 1050 23,6 1.84 17.3 90,5 3.76 29 1050 29.9 193 0.65 1,06 33.5 28.1 - 1250 24,1 168 17 7 87,9 3.76 2 6 1250 30,7 21.6 0.70 1 15 34.7 28.7 - 9.0 35 6.0 1050 242 1.86 17.9 91,3 3.52 30 1050 301 19.2 0 -64 1.05 33.7 28.6 - 1250 24.6 1 1,95 18.1 882 3,61 2.7 1250 _ 31.2 _ 21.5 0.69 _ 1.11 35.0 251 - 5,0 10 2.3 Operation not recommended Operation not r commended 40 7,0 2.0 4.6 1050 27,4 1.59 20.9 94.2 4.24 32 1050 32.7 215 0.66 117 36.7 28.1 - 1250 28.0 1.92 21.5 90.8 4.76 3.0 1250 33.7 24.1 0.71 1,25 36.0 26,8 - 9.0 34 7.8 1050 25.0 1.92 21.5 94.7 4.29 33 1050 33.0 21.4 0.65 1,14 36A 26.9 - 1250 28.6 1.94 22_0 91.2 4.33 3.0 1250 342 24.0 0.70 121 38,3 28.1 - 5.0 10 22 1050 291 194 23.2 96.3 4.62 3 5 t 1050 35.3 232 0.66 1.34 39.9 26.3 a 1.1 1250 30.5 1.95 23.6 92 6 469 32 1250 36 3 28.1 0.72 1.43 412 25.5 1.5 50 7.0 11 4.5 1050 30.8 1,94 242 97.1 4.64 3.6 1050 35.4 23,4 0.66 129 39,6 27.4 1.6 1250 31,6 1.96 24.9 93.4 4.72 3.3 1250 36.4 262 072 1.38 41.1 26.5 1.7 90 33 75 1050 31.5 197 24.7 97.7 4.88 37 1050 35.7 234 0.66 1,27 40 -0 282 14 1250 32,2 1.98 25.5 93.9 4 76 3.4 1250 369 26,2 0.71 1,34 41,5 27.5 1.6 5 0 0.9 21 1050 33 4 1.59 _ 26.6 99.4 ..- 492 3 9 1050 35.0 23.7 0.65 146 40 0 239 2.0 1250 34,3 1.99 275 95.4 5.04 3.6 1250 36.1 26.7 0.74 155 41.4 232 2.1 80 7,0 1.9 4.3 1050 34.5 2.01 27,6 100.4 5 03 4.0 1050 35.1 230 0.68 1.41 39.9 241 19 1250 355 2.01 25.6 96.3 5.18 3,7 1250 36.2 26.7 0,74 1,49 412 242 2.0 9 0 3 1 7.3 1050 352 2.04 26.2 101.0 5.06 42 1050 35.5 23 9 0.67 1.36 402 25.7 1.7 1250 36.2 2.03 292 96.8 523 3.8 1250 36.6 26.8 0,73 1.46 41,6 250 1.9 5.0 0.9 21 I''' 1050 37.1 r 2.05 w. 30.1 102.8 6.31 4,4 1050 35.5 24.7 0.69 162 41.0 21.9 2.5 1250 382 2.04 31.3 98.3 5.48 4.1 1250 36.6 27.7 0,76 1.71 42.4 21.3 2.6 78 7.0 1.8 4.2 1050 38. 2.09 31.3 103.9 5.40 4,5 1050 356 24.6 0.70 1.57 40.9 22.7 2.3 1250 39.6 2.06 32.6 99,3 5.63 42 1250 38.7 27.7 0.76 1.65 42.3 22.3 2.5 9.0 3.0 7.0 1050 39.1 2_11 31.0 104.5 5.43 4.7 1050 360 246 0.69 153 412 23.5 2.2 1250 40.3 2.09 33.2 69.8 5.66 4.3 1250 37.1 27.8 0.76 1.62 42.6 23.0 2.4 6.0 0.9 2.0 1050 40.1 2.11 32.9 105.4 5.57 4,9 1050 34.6 246 0.71 180 40,5 192 3.1 1250 41.4 2,08 34.3 1007 5.83 4.6 1250 35,7 27,5 077 1.99 42.1 16.9 3.3 80 7.0 1.7 4.0 1050 41.6 2.15 34,3 156.7 5,68 5.1 1050 34,6 24.6 031 173 40.7 200 2.8 1250 43.0 2.11 358 101.8 5.97 4.7 1250 35,6 27.5 0.77 4.81 420 19.5 3.1 9.0 2.9 6.8 1050 42.2 2.18 34.9 1072 5.65 52 1050 35.1 24.7 0.70 1.70 409 20.7 2.7 1250 43.7 2.13 _ 36.4 102.3 6.00 4.8 1250 362 27.6 0.76 1.76 42.3 20.3 3,0 50 06 1,9 1050 433 2.18 359 ' 108,2 5.52 . 5.5 1050 32,5 239 '0.74 199 39.2 16.3 3.9 1250 44.9 2.13 37.8 1932 6,16 5.1 1250 33,5 26,7 0.80 2.07 40.6 16.1 4.1 10 7.0 1,7 3.9 1050 45.0 222 37.4 105.6 515 57 1050 32,7 23.9 073 1,92 352 17.0 3.6 1250 46.6 2.17 39.2 ' 1045 6,31 5.3 1250 33,7 26,7 0.79 1.99 40.5 169 39 9.0 28 6,6 1050 45.5 225 37.9 110.2 513 69 1050 33.0 24.0 0.73 1.67 39.4 17,6 3.4 1250 47,3 2,19 396 1050 632 5.4 1250 34,0 26,9 _ 0.79 1.96 40.7 17.4 3.7 5.0 0,8 1,8 Operation nor 1econmended 100 4 7.9 16 3.8 1050 31,8 23.8 0.75 2.15 39.1 14.8 4.5 1250 32.7 266 0.51 222 40.3 14 8 4 0 9.0 2.7 6.3 1050 32.0 23.9 0.70 2,10 39,2 15.3 4.1 1250 33.1 26.6 0.81 2.18 40.5 15.2 4.6 5.0 0.6 1.8 Ope Won not recommended 110 7.0 1 6 3.6 Operaton not recommended 1050 28,6 22.1 0.77 2.38 36.7 12 0 5.4 1250 29.5 24.6 0.84 2.45 37.8 12,0 5.9 9.0 2.6 6.1 1050 28.8 22.2 0.77 2.32 38.8 12.4 50 1250 29.8 _ 24.7 0.83 2.35 38.0 12.4 5.6 5.0 07 1.7 Operation tool recommended 120 7.0 15 3.5 1050 26,9 21.8 0.61 2,60 35.9 101 66 1250 27.6 24.2 0.95 272 36.9 10.1 7.1 9.0 2.5 5,8 1050 27.0 220 5.81 2,60 35.9 10.4 6.1 1250 28,0 243 _ 087 2.66 _ 37.0 10.5 6.7 WaterFUrnace works conknually to tmorove t5 products. As a re1ult. :0e desmn and Spectheabons 0r each pr00uct at the time 010'40+ may ba changed wehoul netxe Pka5e cord el SW )0,1 mace et 1.888- 929.7837 for latest deign and spec,ncabons. PurChoser's approval of than data set atgmhes that the e0.npment 0 acceptable under the pr0wvons c' the lob specihcatlon. Statements and other Inlot man0n concerned hereto Me not ek0r05s wanen5es and do not form the bans of any bargan between the parties. but are merely WaterFurnace's opinion or eCmmendation o' its products The latest versron of Mrs document tit a W dable at wxnewaterlurnact.eom. SD1000AN 12/09 30 Page of From: Contractor. P 0 Engineer Project Name: NS042 - ECM Unit Tag' 03/07/2011 10:10 #882 P.051/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (1350 CFM) EWT 'F Flow Rate GPM Wrier Prer4glte Drop HEATING - EAT 70•F • COOLING -.EAT 80f67'F 5r6OW CFM MC k9tuh Power kW 40 k&uh LAT 'F _ COP _ HWC k9hd1 Pillow CFM TC 665th _ SC k6wh _ SIT Ratio _ Power kW l HR aWh EER 11W'C ( k&uh PSI MHO Operation not recommended 20 8.0 23 5.3 Operation not recommended 11.0 4.4 10.3 1150 I 24 0 2.12 16.8 89.3 3.32 41 1350 - 24.3 2.10 17.1 - 86.7 3.39 3.7 50 0.6 1.8 Operation not recommended Operation not recommended 30 8.0 22 5.1 1150 27.9 216 20.6 92.5 3.80 4 3 1150 40.2 250 062 1.37 44.2 29 3 - 1350 25.3 2.14 21.5 694 3.87 3,9 1350 42.1 28,1 0.67 1.45 470 29,0 - 11,0 4.3 10.0 1150 203 2.16 21.0 92.8 3.85 4.4 1150 40.6 25.0 0.62 1,33 45.1 30.5 - r 1350 28.7 2.14 21.4 08,7 3.93 4.0 1350 42.5 28.1 0.66 1.41 47.3 30.2 - 5.0 08 1.5 Operation not recommended 09e aeon nal mcommended 40 5,5 2.1 4.9 1160 31.8 224 24.1 55.6 4.15 47 1150 41.9 26.7 0.64 1,46 469 287 1350 32.3 221 24.7 92.1 4,28 4.3 1350 43,8 30.0 0.68 1.54 49.0 28.4 11.0 42 9.7 1150 32.4 225 24.7 96.1 421 4.9 1160 42.3 26.7 0,63 1.42 472 29.9 - r 1350 329 221 25.3 92,5 4.35 4.4 1350 442 30.0 0.68 _ 1.49 49.3 29.6 - 0.0 0.7 1.7 1150 342 226 26.5 97.5 4.44 5.1 1150 42.6 274 0.65 1.66 48.3 25.8 2.5 1350 34.8 2.21 272 93.8 401 47 1350 44.4 30.9 0.70 134 60.3 25.5 7.6 60 8.0 21 41 1150 35.6 2.31 277 98.7 4.62 5.3 1150 43.1 27.8 0.65 358 48_4 27.3 2.3 1350 362 2.26 28.6 94.5 4 71 4.8 1350 44.6 31.3 0.70 1.86 505 27,0 25 11.0 4.1 9.4 1150 36.3 2.32 294 99.3 4.65 5,4 1150 43,5 27.6 0.64 1.53 48.7 28.4 2.1 1350 37.0 227 29.3 95.4 478 5,0 1350 45,3 313 0.69 1.61 50,8 28.1 2.4 50 0.7 17 1150 37.5 2.32 29.6 1002 4,73 5.7 1150 42,5 282 5.86 1.82 487 23.4 3.0 1350 38.3 226 30.5 962 4.96 5,3 1350 44,1 31.7 0.72 1,91 50.6 23.1 3.2 60 5.0 2.0 4.6 1150 392 2.39 31,0 101 6 4.80 5,8 1150 43.0 28.5 0.66 1.73 49 9 24.9 2.8 1350 40.0 2.32 32.1 07.4 5.06 6.4 1350 44.7 32.0 072 1.81 50.9 24.6 3.0 11.0 3.9 9.1 1150 40.1 2.41 31.9 102.3 4.87 61 1150 43.4 28.5 065 1.66 492 25.9 2.6 1350 41.0 4. 2.34 33.0 98.1 514 00 1350 45,1 32.0 0.71 1.76 51.1 25.6 2.9 5.0 9,7 1.6 1150 40.7 2.40 32.5 102.6 4 97 6.4 , 1150 42.6 ` 29.1 0.68 2 01 49.5 21.2 38 1350 41.6 2.32 33.7 956 5.26 6.0 1350 442 32.7 0.74 2,50 51.4 21.0 4.0 70 8.0 1.9 4,5 1150 42.7 2.48 342 104.4 5.04 6.6 1150 43.3 29.4 0.65 1.91 49.8 22.7 3.5 1350 43.7 2.39 35.5 100.0 5.36 6.1 1350 44.9 33.1 0.74 2.50 51.7 22.5 3.6 11.0 3.8 80 1130 439 2.61 35.2 1052 6.11 6.8 1150 43.7 29.4 0.67 1.55 50.0 23.6 3.3 1350 449 2.42 36.6 100.8 5,45 6.3 1350 45.3 33.1 0,73 1,94 51.9 23.4 3.6 5.0 0.7 16 1150 43,7 2.44 35.4 1052 5.26 72 1150 41.0 284 0.69 2.24 48.7 18.4 4.8 1350 44.9 2.34 36.9 100.8 5.63 6.7 1350 42,4 32.0 0.75 2.33 50,4 182 5.1 80 8.0 1.9 4.3 1150 46.0 254 37.4 107.0 532 7.5 1150 419 28.8 069 2.12 49.0 19.7 4.5 1350 47.3 2.42 39.0 102.4 5.72 6.9 1360 432 323 0.75 2.21 50.7 19.5 4.6 11.0 3.7 6.5 1155 473 2.57 38.6 1031 5.39 77 1150 422 28.8 0.68 2.56 492 20,5 4.1 1350 48.7 2.46 40.3 103.4 592 7,1 1350 43.6 32.3 0.74 2.15 50.9 20.3 4.6 5.0 0.7 1.5 1150 45.7 248 38.2 107.6 .- 5.51 5.5 1150 369 , 27,6 1-- 0.71 260 47.4 15.6 6.0 1350 480 2.37 40.0 102.9 5.95 74 1350 401 3t 1 079 2.80 48.9 15,4 6.4 50 50 1.8 4.2 1155 492 2.60 40.4 159.6 5.55 6 4 1150 39.7 27.9 0.70 2,36 47.7 169 5.9 1350 50.8 2,47 42.4 104.8 6.03 7.8 1350 40.9 31.4 077 2,46 49.3 16.6 6.1 11.0 3.5 8.2 1150 50.6 2.64 41.8 110.9 5.63 86 1150 40.1 27.9 0.70 2.29 47.9 17.5 5.2 1350 62.4 2,51 439 106.0 414 _ 8.0 1350 41.3 31.4 078 2.39 49.4 17.3 5.8 5.0 0.6 55 Ope a5on not recommended 100 8.0 1,7 4,0 1150 25.2 27.4 9.72 263 47.1 14.5 6.9 1350 392 30.8 0 78 2.73 48.6 14.4 7 5 r 110 34 7.9 1150 36,5 27.4 0.71 255 47.3 15.1 6.4 1350 39.6 30.8 5 78 2.65 48.7 15.0 72 5.0 0 6 14 Operation not recommended 110 8,0 1,7 3 9 Operation not recommended 1150 34,8 25 3 0.73 2.93 44 8 11.9 8.5 1350 35 7 28.5 0.80 3.04 46 1 11.7 9,2 11.0 3 3 7,6 1150 35.1 25 3 0.72 2,65 44.9 12.3 7.9 1350 36.0 28.5 0 -79 2_95 46.1 12.2 8.8 5.0 0.6 1.3 Operation not recommended 120 8.0 1.6 3.7 1150 32.8 25.0 0.76 3,26 43.9 10.1 103 1350 33.5 28.1 0.84 3.37 45.1 9.9 11.1 11.0 3.2 7,3 1150 331 25.0 0.76 3.17 43,9 10.5 9.5 ._ __ 1350 33.9 28.1 0.83 3.27 45.1 10.4 10.6 Wate,eurn ce works Conhnu48y to Im0100, Its pr90Jcts. As a reiuit, tnt 0e1gn and SpecifiCatrons of each 010040[ at the lime of order may 0e changed without n,10e. Piet. eontee) Wate'Fu pact at 1$86.929 -2537 for latest des■gn and speolfcab0ns. Purchasers approval o' this data Set sgnrnes that the egJipment t5 acceptable under the Crov1SWns of the rob speahCanan. StatemeotS and Other rnmrrnobcn cont. ed heron re not er0ress WMrarn05 and do not (arm. the baps of any 0ar9a:n between the bands. but are merely Wator1urnace' 000000 convnondanon Pt t7S products. The latest Verson of 1011 document is available at WWW .walOHumace,corr. SD1000AN 12/09 31 Page of From: Contractor: P 0 Engineer Project Name: NS048 - ECM Unit Tag- 03/07/2011 10:11 #882 P.052/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (1500 CFM) E'F Flow GPM Water eesur HEATING -EAT 70•F COOLING • EAT 80787 •F 657041 Power r 156tuh _ •FT , OOP k81uh CFM TC kBtuR SC MO Sir Rato jPkW t HR k9luh IIWC EER 02778 , PSI MD Operation not recommended 20 9.0 2 3 5 4 Operation not recommended 12 d0 92 1300 316 I 294 219 1 925 326 53 1500 32 0 2 82 22 4 89 7 3 33 4 9 60 11 25 Operator) not recommended Operation not recommended 30 90 23 53 1300 353 292 263 958 364 56 1300 492 303 063 151 537 299 - 1500 36 7 290 26 8 92 6 3 71 5 2 1500 50 5 33 9 0 67 1 70 55 3 29 6 - 12 0 39 90 1300 368 2.93 268 962 368 58 1300 487 302 062 156 540 312 ■ 1500 372 290 273 930 _ 376 53 1500 _ 510 _ 339 066 166 586 30.9 - 6 0 1 1 2 5 Operation not recommended Ope a5on not recommended 40 9.0 2 2 5 1 1300 41 7 3 05 31 3 99 7 400 6 2 1300 50 1 31 9 064 1.77 561 28 3 - 1500 422 300 32 0 96 1 4 73 'I 5 7 1500 523 35 8 068 1 87 58 7 28 0 - 120 38 87 1303 424 306 319 1002 406 64 1300 506 319 063 172 565 295 - 750D 430 301 327 965 419 58 1500 529 358 068 181 590 292 - 65 10 24 1300 447 309 341 1518 4,24 67 1300 512 331 065 206 682 249 29 1500 454 302 351 960 440 62 1500 533 37.2 070 2.17 607 246 31 59 90 21 49 1300 465 316 357 1031 432 69 1300 517 334 065 196 584 263 27 1500 473 309 367 99.2 449 64 1500 53.9 376 070 207 609 261 29 120 37 84 1300 474 316 366 1038 437 72 9300 527 334 064 191 587 274 25 1500 --.. 482 310 377 998 456 55 1500 544 376 069 201 613 271 28 60 10 23 1300 491 318 382 1050 452 76 1300 500 327 065 229 57.8 219 35 1500 50 0 3 10 39.5 100 9 4.74 7 0 1500 519 36 7 0 71 240 60 1 216 3 7 60 90 21 48 1300 513 328 401 1065 459 78 1300 505 330 065 217 580 233 33 1500 623 315 41,5 1023 483 72 1500 526 371 071 228 604 230 38 120 3.5 82 1300 525 331 412 1574 465 80 1300 511 330 065 211 583 242 30 . . 1500 536 320 427 1031 4.91 74 1500 531 371 075 222 657 240 34 60 10 22 1300 536 4 329 - 424 1082 478 85 1300 497 331 066 256 585 194 44 1500 547 3.17 439 1038 505 7,9 1000 515 372 072 268 607 192 47 79 90 20 46 1300 561 340 445 1100 4.84 58 1300 505 334 066 243 588 208 41 1500 57A 327 463 1055 514 81 1505 523 375 072 254 615 206 45 120 34 79 1300 576 344 459 111.0 491 90 1300 51.0 334 055 236 591 216 36 1500 590 331 477 1064 522 83 1500 529 375 071 247 613 214 42 60 09 21 1300 571 337 456 1107 497 06 1300 477 323 069 287 670 155 5.6 1500 5B6 323 475 1062 532 85 1500 493 363 074 2.99 595 165 59 60 90 19 45 1300 601 350 481 1128 503 95 1300 485 327 567 271 57.8 179 5.2 1500 61 7 3 35 50 3 1081 5.40 91 1500 50.2 36 7 073 2.83 59 8 17 7 5 6 120 33 76 1300 618 355 497 1140 510 101 1300 490 327 067 264 580 186 48 1500 63 5 3 39 51.9 109.2 5 49 9 4 1500 50 7 36 7 0.72 2 75 601 18 4 5 4 60 09 21 1300 607 345 489 1132 5.16 107 1300 445 308 069 320 554 139 70 1500 52.4 3 29 512 108 5 556 5 9 1500 45 9 34 7 0 76 334 57.3 13 7 7.4 90 90 19 43 1300 641 361 517 1156 620 111 1300 454 312 069 103 557 150 65 1500 66 0 343 54 3 170 7 564 10 2 1500 46 8 35 0 0.75 3.15 07 5 14 9 71 12.0 3 2 7 4 1300 661 3 67 53 5 117 0 5.27 11 4 1300 45 9 312 068 294 55 9 15 6 61 1500 _ 681 _ 348 662 1120 574 106 1500 _ 473 _ 350 _ 074 306 577 154 67 60 09 20 Operator) not recommended 150 90 15 42 1300 435 307 070 3.39 554 129 81 1500 451 345 077 352 571 128 88 720 31 78 1300 443 307 069 329 555 134 7,5 1500 456 345 076 342 572 133 84 60 08 19 Ope anon not recommended 110 9 0 1 7 4 0 Operation not recommended 1300 M7 as on an V° '05 99 1500 407 320 079 391 540 104 108 120 30 68 1300 401 285 071 367 526 159 92 1500 41 1 320 0 78 3 80 54 0 10 8 10 2 60 08 18 Operation not r commended 120 90 17 35 1300 376 250 074 421 519 89 120 1500 394 314 082 436 533 88 130 120 2.8 66 1300 379 280 074 409 51.9 93 111 1500 388 314 081 423 532 92 124 WaterFurnace works continually t ,motove as products. As a result, the design and specifications or each wodvc: at the tune of order may be changed without notice. Please cons ct WaterFwoace at 1- 886.929 -2837 for latest dess9n 8na spec.ncatsens, Purchasers approv I et 190 data set signilres that the e9dipment,s acceptable under the provisions or the lob specification. Statements and other ,nforma:ron eonl fined herein are not eedess w000117,es and do not farm the basrs or any bargain between the parties. bill are merely Wate'Pureace s opinion or ccmmendation o'.ts proc;xts. The 0test 4ersion or ;his ob.:nem is available et WWW,wateriureace,com. SD1000AN 12/09 32 Page of From: Contractor: PO • Engineer Project Name: Unit Tag: NS060 - ECM 03/07/2011 10:12 #882 P.053/067 ENVISION Residential Series 2 -6 Tons 6OHz Capacity Data (2000 CFM) EWT eF Flow Rate GPM - Water Pressure O,Op HEATING • EAT 70•F COOLING - EAT 90/57'F Aatow CFM HC 4,8(05 Power kW HE Mon LAT 4P COP WIC Mutt /odium CFM TC k91uh SC 589,5 SIT Rat° Power kW HR kOtuh EER HWC 58055 P61 FT/1-113 Operation not recommended 20 120 40 92 Operappn not 9109 ended 150 59 135 1500 37.9 1 266 254 934 303 65 2000 38 6 3 73 25 9! 879 3 03 5 8 90 24 55 ■ Operation not recommended operation not r commended 30 120 39 89 1500 427 366 302 963 341 68 1500 736 469 064 216 810 341 - 21700 435 373 308 901 342 62 2000 712 483 068 261 802 273 - 15 0 5 7 13.1 1500 44 0 3 76 31 2 97 2 3 43 70 1500 743 470 063 216 837 344 - 2000 44 9 , 3 83 315 90 8 344 64 2000 72 4 47.8 065 244 BO 8 29 6 - 90 23 53 , Operaton not recommended Operation not recommended 40 120 37 87 1500 50.3 382 373 1011 386 75 1500 r' 734 474 065 240 816 306 - 2000 515 r 390 382 938 387 59 2000 727 495 0.68 281 823 259 -• 150 55 127 1500 517 391 384 1019 388 78 1500 741 476 064 239 623 310 - ^ 2000 527 397 392 944 389 71 2000 736 493 067 265 626 277 - 90 22 52 1500 562 396 427 1947 4.15 61 1500 736 484 0.66 2.61 832 262 ^ 3 9 2000 56 8 4 01 431 90.3 4 15 7.5 2000 73 9 502 068 315 646 235 41 50 120 36 84 1500 558 395 43.3 1050 421 84 1500 738 485 098 271 930 272 36 2000 55 3 405 44 4 97 0 421 7 7 2000 729 507 069 3M 84 4 23.9 3.9 150 03 123 1500 982 404 444 1055 423 86 1500 745 487 065 270 837 276 34 2000 59 3 405 45 3 97 5 425 7 9 2000 74 6 50 7 086 294 64 7 254 3 7 9 0 22 5 0 1500 62 1 4 10 451 909 3 444 9 1 1500 69 9 46 2 _ 066 304 80 3 23 0 i., 4 7 2000 63 1 4 13 49 0 992 ' 4 48 8 4 2000 71 5 49 1 0 69 333 B2.9 21 4 5 0 60 120 35 61 1500 636 411 495 1093 453 94 1500 701 464 086 293 801 239 44 2000 6.45 4 17 50 3 999 453 8 7 2000 718 49 3 0 69 3 34 82 9 22 2 4.8 150 52 119 1500 650 419 507 1101 455 97 1500 708 457 066 291 80.7 244 41 _ 2000 66.3 424 519 1007 459 89 2000 722 496 089 312 82.8 232 46 80 21 49 1500 682 425 537 1121 471 103 1500 672 452 067 342 789 19.7 59 2000 69 6 4.27 55 1 102 2 4 78 9 5 2000 70.2 49 1 0 70 368 82 7 191 6 3 70 120 34 79 1500 706 429 560 1136 4.83 106 1500 675 455 067 3,29 787 205 55 2000 709 431 562 1028 463 98 2000 70.9 491 069 3.54 830 200 60 150 50 116 1500 720 435 571 1144 464 109 1500 682 458 067 325 793 210 51 r _ 2000 I 736 440 586 1041 490 100 2000 709 496 070 344 826 206 57 90 20 47 1500 729 436 580 1150 490 + 115 1500 654 446 068 381 784 172 75 2000 74 2 4 37 59 3 104.4 4 98 10 7 2000 67.1 47 7 0 71 406 80 9 165 8 0 80 120 33 78 1500 762 444 610 117.0 503 119 1000 658 450 065 366 782 180 7.0 2000 76 8 4 39 61.6 1056 513 11.0 2000 978 47 7 0 70 3 87 81 0 17.5 7 6 150 46 112 1500 774 449 620 1178 505 112 1500 664 454 068 160 787 184 65 2000 789 453 635 1066 511 113 2000 661 492 071 376 809 181 72 90 20 45 1500 778 449 62.4 1180 507 130 1500 621 43.2 070 420 764 148 94 2000 790 449 637 1066 516 120 2000 626 455 073 446 777 141 100 90 12 0 3 2 7 3 1500 819 460 66 2 120.6 5 22 13 4 1500 62 6 43 7 0 70 4 03 763 15 5 8 8 2000 829 449 676 1084 541 12,4 2000 632 455 072 420 775 150 95 15 0 4 7 10.8 1500 83 0 4 65 67.1 1212 5 24 13 8 1500 632 44 1 0 70 396 76 7 16 0 8 2 ' 2000 84 5 4 69 68.5 109 1 530 12 8 2000 63 8 46 0 0 72 408 77,7 15 7 91 90 19 44 Oper49m not recommended 100 120 31 7 1 1500 651 42 9 0 71 459 75 7 13 1 109 2000 M7 M7 ON 4 70 767 129 119 150 45 104 1500 607 434 0.72 449 760 135 101 J 2000 61 3 45 2 D 74 458 76 9 13.4 112 90 18 42 Opelat °n not recommended 110 120 29 68 Operation not recommended 1500 549 399 073 508 723 108 134 2000 555 41,5 075 514 730 108 145 150 43 100 1500 555 404 073 496 724 112 124 ■ 2000 56.1 421 0 75 5 01 73 1 11 2 13 8 90 17 40 Operation not recommended 120 120 28 65 1500 529 405 077 578 726 91 161 2000 51 8 412 0 90 580 71 6 8 9 17 5 150 42 96 1500 534 411 077 562 726 95 150 _ 2000 527 417 079 563 719 94 167 WatelFurn ce works onhnuaay o reprove -4s products- AS a result. the 0.Srgn end Specnccatron5 or each 0100uc1 at the nine of orde may be changed w4hout 40106. 740.e con1ac5 Watereu(nace at - 688.929 -2537 for latest des°, anO pabl035ory. Purchaser's approval or 154 data Set agniies 1504 the 1000918¢47 35 accoptable uOder the provisions cl the lab speclfi1a(ion. Statements and other iSfonnahOn (0368064 herein are not ezdess Warlant%5 Dnd 3330 not loom the bas,y of any SM9an between (50 parties, 501 are melety Wate'Furnace b 094004 Or ccmmendahon 0' its prod,Kls, The latest 301$I00 01(h,s document I5 ava1ahte at w W W Weterlurnace,cam. SD1000AN 12/09 33 Page of From: Contractor: P 0 Engineer. Project Name: NS070 - ECM Unit Tag' 03/07/2011 10:13 #882 P.054/067 ENVISION Residential Series 2 -6 Tons 60Hz Capacity Data (2200 CFM) EWT •F Flow Rate Wirer Pressure HEATING . EAT 70•F COOLING - 56180467'F Drop Arnow 0063 HC 58106 _ Power kW HE 613Nn LAT °F _ COP HNC 58105 Airflow CPA 7C 56101 SC 68ton _ S1T Ratio Power kW HR kBloh EER HWC 68105 GPM 061 F7tHD Operatwrt not recommended 20 15 0 4 4 10 2 Opera054 not recommended 180 60 139 1700 447 437 29,8 ( 943 300 77 2200 457 446 305 892 301 69 12 0 3 0 6 6 Operation not temm mended O fle ra tan not rec0lr1erdetl 1n 30 150 43 99 1700 515 447 362 9B0 338 81 1700 893 434 063 239 775 290 • -- 2200 527 457 372 922 338 7.4 2200 739 496 067 2.79 834 265 - 18.0 58 135 1700 517 449 364 982 338 8.4 1700 697 429 062 239 776 293 - 2200 52 9 458 37 3 92 3 3 39 7 6 2200 74 3 49 0 0.66 2 76 93 8 26 7 - 12 0 2 9 6 6 Operosoo not recomme■,e Operation not r commended 40 150 41 96 1700 601 466 442 1027 376 89 1700 731 461 063 263 82.1 27.8 - 2200 615 472 455 959 3.82 82 2200 776 527 068 303 679 256 - 18 0 57 131 1700 605 469 445 1025 378 92 1700 737 459 0.62 261 826 282 - 2200 620 474 450 961 383 84 2200 _ 78.2 525 067 301 895 260 - 120 28 6.4 1700 662 481 498 1061 404 97 1700 767 454 063 301 66.9 255 43 2200 679 483 514 986 4.12 B9 2200 810 554 068 343 927 230 45 50 150 40 93 1700 676 485 510 1060 408 10.0 1700 770 487 063 292 870 264 40 2200 692 486 527 991 417 92 2200 814 557 066 333 928 245 43 180 55 127 1700 682 489 515 1071 409 103 1700 778 489 063 289 877 269 37 2200 699 4.89 532 994 419 94 2200 821 559 _ 0.68 329 935 250 41 120 27 62 1700 734 500 564 1100 430 108 1700 737 469 064 331 85.0 223 52 2200 753 497 58.3 1017 444 100 2200 776 5319 069 372 903 208 55 80 15 0 3 9 9 0 7700 75 5 5 07 58 3 111 1 4 37 112 1700 74 1 47 0 063 322 850 23 0 4 8 2200 775 503 603 1026 452 103 2200 790 518 069 362 903 216 52 150 53 123 1700 764 511 590 1116 438 115 1700 750 476 064 317 855 23.6 45 2200 784 506 612 1030 454 106 2200 789 545 069 357 911 221 50 120 26 60 1700 810 521 632 4 111 • 456 12.2 1700 735 475 665 369 863 199 65 2200 93.1 513 65 6 105 0 4 75 11 3 2200 771 54 4 0 71 4 11 91 1 188 6 9 70 15 0 3 8 8 7 1700 83 9 530 65 8 115 7 464 12 6 1700 73 8 47 6 065 159 86 0 20 6 61 2200 862 527 684 1063 485 116 2200 774 545 070 399 910 194 66 18 0 5 1 11 9 1700 85 1 5 35 66.8 116 3 466 13 0 1700 74 9 48 7 0.65 3 53 86 9 212 5 6 2200 874 525 695 1068 4.88 119 2200 785 557 0.71 393 919 300 63 120 25 58 _ 1700 865 543 680 1171 469 137 1700 705 455 065 412 945 171 82 2200 889 527 709 1074 4.94 12.7 2200 736 621 0.71 453 891 163 87 Bo 150 36 8.4 1700 904 552 71.6 1192 480 141 1700 707 455 064 4.50 844 177 77 2200 93.0 538 746 1091 507 131 2200 738 521 07t 440 689 168 53 160 50 115 1700 918 558 72B 1200 482 146 1700 799 469 065 362 853 183 71 2200 91 6 5 42 76 1 109 8 511 13.5 2200 751 53 7 0 72 4 31 89 8 17 4 7.9 120 24 56 1700 _ 924 562 732 1203 452 164 1700 647 422 065 457 80.3 142 103 2200 95 1 5 43 765 110 0 5 13 14 3 2200 67 3 48 4 072 498 84 3 13 5 10 9 90 15 0 3 5 91 1700 97 3 5 76 77 6 123 0 4 95 15 9 1700 64 9 42 1 0 65 4 45 80 1 14 6 9 5 2200 1002 556 81 2 112 2 5 25 14 7 2200 67 5 49 3 0 72 484 84 0 13 9 10 4 180 46 111 1700 990 583 791 1239 498 16.4 1700 662 43.6 066 435 810 152 89 2200 1022 5 61 830 1130 534 152 2200 688 503 _ 073 473 _ 850 146 _, 99 120 23 54 _ Operaren 001 recommended 100 160 34 7B 1700 630 416 066 551 801 126 120 2200 653 47 7 0 73 5 39 83 7 121 13.0 150 46 107 1700 644 437 066 468 810 132 111 2200 667 501 075 524 846 127 123 120 22 52 Operation set recommended 110 150 33 7.5 Operation not recommended 1700 559 370 066 558 74.9 100 146 2200 577 424 074 594 77.9 9.7 159 180 44 102 1700 573 391 066 541 757 10.6 136 2200 591 44 9 0 76 5.76 78 8 10 3 151 120 22 50 0p066050014 commended 120 150 31 72 1700 531 374 071 627 744 95 177 2200 545 430 0.79 560 77.1 63 192 150 43 98 1700 545 400 073 606 752 90 164 2200 560 459 092 638 778 88 182 WelerFUm ce works conbnually to improve 115 products. As a result, lne design and spec-15cal.ons of each Product at the trine of miler may be changed w4haut notice Please Contact WalerFurnaee at t 888- 929 -7637 for latest desgn ar•d SpKihcatro s. Purchasers approval of tl6s data sat sigmheS that the amassment is acceptable under the prov:s,on, cf the lob speak at4r. Sta:eme nu and other formah0n contained here,+are not express wartanbes and do not form the basis of any bargee+ between the parties. but are merely WaterFurnaces 07.000 or commendation oe its products. The latest version of Ihn document n 6.0340te at lWf*,watertumace.com. SD1000AN 12/09 34 Page of From: Contractor: PO Engineer' Project Name: _ _ Unit Tag. ND026 - ECM Low Speed (700 CFM) 03/07/2011 10:13 #882 P.055/067 ENVISION Residential Series 2 -6 Tans 6014z ENT •F Flow Rate GPM -- Water Pressure Drop HEATING - EAT 70°F COOLR4G - EAT now W Airflow HC kBSA Power kW HE k8tuh LAT 'F COP HWC 68505 Ardlow CFM TC kBluh 6C h0tuh 517 Rahn Power kW HR Mob 8584 I4WC k80*5 PSI FTMD CFM Operation not recommended 20 5 0 2 0 4 7 Operators not recommended 7 0 3 7 8 7 , 500 71 9 1 07 6 3 92 0 3 27 1 8 700 721 i 108 8 d 66 0 328 16 30 08 18 `e Operation not recommended Oper050 not recommended 30 5 0 2 0 4 5 500 13 7 1 08 10 0 95 $ 3 71 1 5 500 22 0 14 6 066 0.54 23 9 40 7 700 140 109 10.2 885 376 18 700 224 160 071 057 243 393 -- 70 36 84 500 140 109 102 958 376 18 500 222 146 066 052 239 422 - t 700 14 1 1 10 10 4 88 7 3 78 16 700 22 7 16 0 070 0 55 24 6 41 2 30 09 18 ^ Operation not recommended Opera0On not recommended 40 50 19 44 500 161 109 124 999 434 16 500 229 153 067 059 249 385 700 164 109 127 918 441 17 700 233 166 071 062 254 374 - 70 35 82 500 764 110 126 7904 436 19 500 230 153 066 059 250 400 -- 700 15 7 1 10 13 0 921 4.44 1 7 700 236 166 071 060 256 391 .- 30 07 17 500 174 109 137 1023 471 i.. 19 r 500 233 156 067 070 257 332 07 700 17.8 109 141 935 480 17 700 236 171 072 073 263 326 08 50 55 16 43 500 163 111 145 1039 484 1.9 500 235 158 067 067 258 353 07 790 18 7 1 11 14 9 94 7 493 1 8 700 240 17 2 0 72 0 70 264 34 6 0 7 70 34 79 500 186 113 147 1044 464 20 500 238 158 066 065 260 368 06 700 190 112 152 952 499 18 700 243 172 071 067 266 360 07 30 07 17 500 197 110 160 1055 523 21 500 226 154 068 979 253 395 10 700 202 109 164 957 541 19 700 23.0 157 073 082 258 279 10 50 50 19 41 500 296 113 168 1082 537 21 500 228 155 068 075 253 303 09 700 21.2 112 174 980 554 20 700 233 169 073 078 259 297 10 70 33 76 500 210 114 171 1069 539 22 500 230 155 067 073 255 315 08 700 21.5 113 177 895 560 20 700 235 169 072 076 26.0 310 99 3.0 07 16 500 221 112 183 1110 580 23 500 ■ 226 159 069 090 256 249 13 700 22 7 1 10 18 9 100 0 6 05 21 700 23 0 15.9 0 74 094 26 2 24 5 1 4 70 50 17 40 500 231 1.14 192 1128 594 24 500 227 157 069 085 257 266 13 700 23.8 113 200 1015 620 22 700 233 171 074 089 263 261 14 70 32 74 500 235 115 196 1136 597 2.4 500 230 157 068 083 258 276 12 700 ' 242 113 203 101.9 625 22 700 234 177 073 086 264 272 13 3.0 07 16 500 240 115 _ 201 1145 613 26 500 .4 , 213 15.0 071 103 248 206 1.5 700 247 112 209 102.7 647 24 700 217 163 075 107 254 203 19 50 50 17 39 500 251 117 211 1164 626 26 500 214 152 071 099 246 219 17 700 25 9 1 15 22 0 154 3 5 63 2 4 700 21 9 16 5 0 75 1 01 25 4 21 7 19 70 31 71 500 255 119 215 1172 629 27 500 217 152 070 095 250 22.9 16 700 263 116 224 1048 669 25 700 221 165 075 098 255 225 1.8 30 07 15 500 260 118 220 1182 850 29 500 ■ 194 142 073 118 235 164 24 700 I 26.9 1 14 23 0 105 6 6 92 2 7 700 19 9 15 4 0 77 122 24 0 16.3 2 6 80 50 16 37 500 272 120 231 1203 662 3.0 500 196 144 073 112 234 175 23 700 281 116 242 107.2 7.10 28 700 207 156 078 115 240 17.4 25 70 30 69 500 276 1.22 235 1211 665 31 500 199 144 072 198 236 164 2.1 ■ 700 28 7 1 18 24 6 107 9 7.15 2 8 790 20 2 15 6 0 77 1 12 24 1 18 7 2 4 30 06 15 - Ope anon not recommended 100 5 0 16 3 6 550 189 142 075 1,26 23.3 148 30 700 193 154 060 132 238 14.7 32 70 29 66 500 192 042 074 124 234 154 28 700 195 154 075 1.28 239 152 31 30 06 14 Operation not recommended 110 50 1.5 34 Opentwn not recommended 500 166 131 075 145 316 114 38 700 170 142 064 150 221 113 41 70 28 64 500 158 131 078 141 216 119 35 700 071 142 083 145 221 118 39 30 06 13 Operation not recommended 120 50 14 33 500 159 130 082 165 21.5 96 47 700 16 2 14 1 0.87 1.70 22 0 9 5 5 1 70 27 67 500 1 160 130 081 160 215 100 43 _ _ 700 _ 164 141 086 165 220 99 48 WaleIFulnace Works 0Mlnually o cts0rave its products. As a result, the dengn and spec4K4Ions at each product et the time 01 orde may be chas9ed w40ovt notice please con act Wate1Furnave at 1.886.929 -2657 for latest deoon area speed 'coons. Purchaser's approval of t5i1 data set sweries that the equipment IS acceptable under the proviuonf Or the rob spetihcaLun. Statements and other Intotrnahon can acted humor! note press warrant:es and dd net form the bans of any ear0am between the panics. but are merely WaterFurnace'S 004e on or commendation d` Its products. The latest version of M. document n ave.lable at www.waterlornace.com. SD1000AN 12/09 35 Page of From: Contractor. P 0 • Engineer Project Name: Unit Tag' ND026 - ECM High Speed (900 CFM) 03/07/2011 10 :14 #882 P.056/067 ENVISION Residential Series 2 -6 Tons 60Hz EWT •F Flaw Rate GPM Waler Pressure Drop HEATING• EAT 70•F COOLING -EAT 80167.0 Aarlbw CFM MC Milton Power kW HE kMtun i LAT I 'F (((''' I I COP HWC 8957I Airflow CFM l TO 11 k5tub SC Mob 8/7 Ratio Power kW HR kWh r 1 EE77 HNC s kitun PSI FT/HD Operation not recommended 20 60 29 66 Opataoan not recommended 8.0 4 8 11 1 700 I 16 4 1 43 11 5 1 91 7 1 336 1 I 900 16 6 1.44 11 7 67 1 I 338 2 40 14 32 Operation not recommended 095080n not recommended 30 60 28 54 700 188 147 138 949 375 23 700 292 193 066 596 325 303 - 900 792 1.48 14.1 897 380 21 5100 297 211 077 132 332 292 - 80 47 108 700 192 149 141 954 380 23 700 294 193 066 094 32.6 314 - 900 19.4 149 14 3 90 0 3 81 21 900 30.1 21 1 0 70 098 33 5 30 7 - 40 1.3 31 Operation ool recommended Ope aeon not recommended 40 60 27 62 700 219 153 16.6 989 4.19 26 700 29.7 198 067 105 332 283 - 900 223 1.53 17.1 92 9 426 23 900 30 2 314 0.72 1.10 34 0 27 5 - 80 45 104 700 222 155 17.0 994 4.22 26 700 299 198 065 102 33,4 29.4 - 900 227 155 17.4 933 430 24 900 305 216 071 1 38 34.2 287 - 40 13 30 700 236 157 163 1012 442 27 700 294 + 200 068 1.22 336 241 13 900 241 1,57 187 948 461 25 900 301 21.9 073 127 344 23.7 1A 60 60 26 60 700 246 160 193 102.8 454 28 700 297 203 066 116 337 256 13 900 253 1,60 198 960 463 26 900 304 221 073 121 345 251 14 80 44 101 700 251 162 196 1033 454 29 700 301 203 067 112 339 267 12 900 25 7 1 61 202 96.5 ' 468 2 7 900 30 7 22 1 0 72 1 17 34 7 261 1 3 40 12 29 700 366 1.65 209 1051 472 31 700 291 199 068 , 133 336 219 _ •••• 16 900 27.1 163 216 97 9 4,88 2 9 900 29 7 21 7 073 1.38 34 4 21 5 1 7 60 6 0 2 5 5.8 700 27 8 166 22 1 lose 484 32 700 29 4 201 068 126 33 7 23 4 1.5 900 28 5 1.67 228 99 -3 500 2 9 900 20.0 21 9 0 73 131 34 5 22 9 16 B0 42 98 700 283 170 224 1074 488 3 3 700 297 201 068 122 339 243 14 900 29.0 168 , 23 2 99 B 505 3 0 900 30 3 21.9 072 1.27 34.6 23 9 1 6 40 12 28 700 296 174 23.7 1092 500 35 700 267 199 060 748 330 199 20 900 30 3 1 70 24.5 1012 522 3 2 900 29.3 21.6 0 74 163 34 5 19 1 2 1 70 6 0 5 8 700 30 9 1 77 24 9 110 9 5 12 3 6 700 29.0 20 D 0 69 1 39 33.7 200 1 9 900 31.8 1 75 25 9 102 8 534 3.3 900 29 6 21 8 0 74 1.45 34.6 20 4 2 0 80 41 95 700 315 179 254 7117 5 -15 37 700 293 200 068 736 340 276 17 900 323 1.76 263 1033 539 3A 900 299 218 0.73 1A1 347 21.2 19 40 f 12 27 700 323 184 260 1127 514 39 700 r 278 195 077 163 332 169 25 900 33 3 1.80 27.1 104.2 5.43 3 6 900 282 21 1 0.75 169 34 0 16 7 2 7 80 60 24 54 700 337 188 273 1146 525 40 700 278 197 071 155 311 18.0 2.3 900 346 1 84 28 6 155 8 5.56 3 7 900 28 5 214 0 75 750 33.9 17 8 2 5 60 40 92 700 343 190 278 1164 528 41 700 282 197 070 150 333 188 22 _ 900 35 4 185 ` 291 1054 560 3 8 900 28 7 214 0 75 155 34 0 18 5 2.4 4 0 1 1 2 6 700 351 1 95 28.5 116 5 5 27 4.3 ` 700 261 196 072 181 323 145 31 r 900 363 1 89 29 8 107 3 5 62 4 0 900 26 7 204 0 76 1.86 33 1 14 4 3 3 90 60 23 52 700 366 200 298 1185 537 45 700 264 191 072 171 322 154 29 900 37.9 193 314 109 0 5 76 4.1 000 27.0 20 7 077 1 76 33 0 15 3 3 2 80 38 68 700 372 202 303 1193 539 46 700 267 791 071 165 324 162 27 900 38 6 1.95 32 0, 109 6 5 80 4 3 900 27 2 207 076 171 331 159 30 40 17 25 _ Ode Mon not recommended 100 80 22 5 t 700 251 7B5 074 7g2 376 131 3b 900 256 201 078 197 323 130 39 80 37 05 700 254 185 073 1.86 317 137 33 900 25 8 201 0 78 192 32 4 13 5 3 7 40 10 24 Ope aeon not recommended 110 6 0 2 1 4 9 Operation not recommended 700 230 174 076 212 302 108 44 900 23 5 19.0 0 81 210 30.9 10 7 4 7 80 35 82 700 232 174 075 200 302 113 41 ` 900 23? 190 080 212 309 112 45 40 10 23 Ope aeon not recommended 120 6 0 2 0 4 7 700 243 167 079 23g 294 e9 53 900 216 182 084 244 300 89 57 80 34 79 700 214 167 078 230 293 93 49 900 _ 210 182 083 237 300 9.2 54 WaterFwn to works continued/ to improve Bs products. As a result, the design and 5p0000 00ns of each 9108080 at the lane of order may ue C0005440.17910419000. lease contact Water /Untace at 7- 888-929.2937 for latest dosign and speci7catwns. Purchaser's approval of this data set signifies that the equipments acceptable under the provisions of the lob speci5ca6on. 5tatetnents and other information contained heron are not express warra90es and do not corm the bash of any bargain between tho Parties. but are merely WaterF.nrwce's opinion or commendation of its prodoctr. The latest version of 1h.s document n available at wwwwaledornooe.com. SD1000AN 12/09 36 Page cf From: Contractor: P 0 Engineer Project Name: Unit Tag: ND038 - ECM Low Speed 03/07/2011 10:15 #882 P.057/067 ENVISION Residential Series 2 -6 Tons 60Hz (1050 CFM) EWr xF Plow Rate GPM Water Pressur Drop HEATING - EAT 70'F COOLING -EAT 84679F Airflow CFM HC kBtuh Power kW HE _ k61uh LAT 'F COP 14WC k9lun N28ow CFM TC 90 kBtuh ( k9tuh 5? Ratty Power kW HR k61uh EER HWC Mutt 991 FT/Hp Operation not recommended 20 6 0 1 7 4 0 Operation not recommended 80 29 67 900 157 137 111 852 337 2.5 1050 16 4 140 11 6 84 5 142 _ 2 3 4 0 0 9 2 0 recommended ion not recommended Op. 4090 not recommended 30 60 17 39 900 175 155 129 880 378 24 900 291 194 063 074 316 393 - 1050 182 139 135 861 364 22 1595 299 204 068 0.75 325 396 - 80 28 65 900 186 139 139 891 393 25 900 296 189 564 073 321 403 - 1050 194 142 145 871 399 23 1050 304 209 069 075 330 406 - 40 08 19 Operation not recommended Operation not recommended 40 6 0 16 3 8 900 20 6 1 38 15 9 912 439 2.5 950 30 3 19 7 0 65 0 80 33 0 375 - 1050 21 4 1 41 16 6 88 8 4 45 2 3 1050 31 1 21 8 0 70 082 33 0 381 -- 80 27 63 900 216 141 169 924 451 26 900 1 r 308 202 066 079 335 38,6 - 1050 22 5 144 r- 17.6 89 6 458 2 4 1050 31 7 22.4 0 71 0 81 34 4 391 4 0 0 8 19 900 22 7 140 17,9 93 4 w 475 2 6 900 31 3 21 1 0 67 0 91 34 4 34 3 10 1050 234 142 196 907 483 24 1050 322 234 073 093 353 345 11 30 90 16 37 900 235 110 187 942 491 2,7 900 316 212 067 089 346 355 09 1050 24.2 142 19 4 91 4 500 2 5 1055 325 23 5 0 72 0 91 35 6 35 8 1.0 8 0 2 6 6 1 900 24 6 144 19 7 95 4 502 2 8 900 32 1 218 0.68 086 35 1 364 0.9 r 1050 25 4 r 146 20 4 92 4 _ 511 2 5 1050 33 0 24 1 0 73 090 39 1 36 7 1 0 40 08 18 900 256 145 206 994 525 29 900 301 203 069 102 335 296 13 1050 263 144 214 932 534 26 1050 309 225 073 104 34.4 297 14 60 6 0 1 5 3 6 900 26 7 1 43 21 8 97 4 5 47 3 0 900 30 3 20 5 0 67 0 99 33 7 30 5 1 3 1050 273 144 224 941 557 27 1050 312 220 073 101 346 309 14 80 25 59 900 276 146 226 964 554 30 900 308 210 068 096 342 313 12 1050 282 147 232 94.9 564 2.8 1050 317 232 D73 1.00 351 316 13 40 06 16 900 285 146 235 993 574 32 900 + 297 206 069 116 336 257 19 1050 29 0 1 46 24 1 95.6 584 2 9 1050 30 5 22 8 0 75 1.18 34.5 259 2.0 70 60 15 35 900 297 145 248 1006 601 33 900 299 207 069 113 239 266 17 1550 30.3 145 25 3 98 7 613 3 0 1550 30 8 23 0 0 75 1 15 34 7 26 8 1 9 90 25 57 900 305 1.48 254 101.4 604 14 900 304 213 070 112 342 27,3 16 1050 31 0 1 48 26 0 97 4 _ 615 31 1050 31 3 23 5 0 75 1 14 35 2 27.5 18 4 0 0 7 1 7 900 31 2 148 291 102.1 6 16 3 6 900 29 6 20.2 0.71 1 32 _ 33 1 21 7 e 2 5 1050 316 147 266 97,9 628 33 1050 294 22.4 076 134 33.9 21,9 27 80 60 14 33 900 327 147 276 1038 650 37 900 288 203 071 128 332 225 24 1050 330 146 281 991 663 34 1050 29,6 225 076 131 34,1 22.7 26 6 0 2 4 5 5 900 331 150 280 1041 846 38 900 29 3 20.8 0 71 1 27 33 6 23 0 22 _ ' 1050 33 5 149 28 4 99 5 6 58 3 5 1050 301 231 077 1.30 $4 5 23 2 2.5 40 07 16 900 338 151 267 1046 657 40 900 265 189 071 150 316 176 34 1050 34 1 149 29 0 100 1 6,71 3 7 1050 27 2 20 9 0 77 1 53 32 4 17 6 36 90 60 14 32 900 355 149 304 1066 697 42 900 267 190 071 146 317 183 32 1050 358 147 307 1015 712 38 1050 274 210 077 149 325 184 34 80 23 53 900 357 152 305 1067 687 43 900 271 195 072 145 321 187 29 1050 359 150 307 1006 701 _ 40 1050 _ 27,9 216 077 046 329 189 33 40 07 16 Operation not recommended 100 6 0 1 7 31 906 258 193 075 167 315 154 41 1050 265 204 081 170 323 156 45 B0 22 51 900 262 198 076 165 318 158 38 1050 26 9 21 9 0.61 1 69 32 7 16 0 4 2 40 07 15 Operation not 1 commended 110 60 13 30 07010500 007 recommended 900 231 181 079 190 296 122 52 1050 23.7 20 1 0 65 1 93 30 3 12 3 5 7 80 21 49 900 235 186 079 1 6 299 723 48 1 1050 241 206 095 192 307 126 54 40 06 15 Operation not recommended 120 60 12 29 900 219 180 082 215 29.2 102 65 1050 226 099 088 220 300 102 70 80 20 47 900 222 764 083 213 295 104 60 _ , 10501 229 204 089 218 303 105 67 waterfurnace works ontinuaey o Invxove 4s products. As a rewlt the desi9.n and spes.f canons of each product M the tone of osde May 00 changed without notice. Please comae( WeterFurnace at 1- 088929.2837 for latest desoe and ecihcatant.Purehasee's appre al of this data set signifies that the e9Jloment rs aceepsable under the prowsrons et the job soebticatior. Statement. and Other information contained herein are not express warranties and 40 net bin'• the basis of any bar9am between the partses, but are merely Wel erFurnace s 060900 or edmmendabon or Rs prcoycts. The latest version 01 ants document as available at wwthwateriyrnace dote, SD1000AN 12/09 37 Page of From: Contractor: PO - Engineer: Project Name: Unit Tag' ND038 - ECM High Speed (1250 CFM) 03/07/2011 10:16 #882 P.058/067 ENVISION Residential Series 2 -6 Tons 60Hz EWi 'F Flow I Rate GPM Water Pressor Drop HEATING -EAT 70°F COOLk4G - EAT 5067 `F - Airflow CPU }4C 59lutt Power kW HE kBtuh LAT •F COP HWC KBtuh Airflow CFM TC !eon SC k8tuh 911 Ratio Power kW T HR lean EER HWC k9tuh PSI FT84D Operation not recommended 20 7 0 2 3 5 2 Operaton not recommended 99 35 81 1050 225 194 + 159 T 898 341 I 29 1250 232 1 89 I 16 4 II 87 2 3 41 2.6 5 0 1 2 2 9 Operation not recommended , Operation not recommended 30 7 0 2 2 5 1 1050 25 9 197 19 2 92.8 365 3.1 1050 37 9 22 5 0 59 1.41 42 8 27 0 - 1259 266 203 197 897 384 28 1250 401 251 063 149 452 269 - 90 34 79 1050 263 199 195 932 3B7 32 1050 382 y 248 065 137 429 280 - 1250 272 , 206 202 901 388 29 1250 405 27.5 068 346 45.5 278 - 50 1.2 28 Operation We recommended Operation not recommended r 7,D 2 1 49 1050 302 209 231 967 4 24 3 4 1050 394 24 1 0.61 1 55 44 7 25 4 .- 40 1250 312 213 239 931 428 31 1250 415 268 065 164 47.1 254 - 90 33 7.6 1050 30.8 211 236 902 429 3.5 1050 397 26.1 066 151 449 263 - 1250 318 215 245 936 433 32 1250 420 290 069 160 47.4 262 - 50 12 27 1050 32.8 214 255 989 , 449 37 ' 1050 395 251 063 184 45.9 215 _ . 19 1250 33.7 217 26 3 95 0 4.56 3.4 1250 417 27 9 0.67 194 48 3 21.5 2 0 60 70 2.1 48 1050 34.0 219 265 999 454 38 1050 405 254 063 174 464 233 18 1250 350 222 275 96.0 4.63 35 1250 42.6 28.2 066 182 488 234 19 90 32 74 1050 34.7 221 272 1006 460 39 1050 409 271 066 169 46.7 241 17 1250 '1050 358 224 282 965 469 36 1250 431 301 0.70 1.79 491 242 1 B 50 1,1 26 36.1 225 28.5 1019 471 42 1050 392 257 066 4-- 196 455 200 23 1250 37.3 226 296 976 483 - 38 1250 411 286 070 205 481 201 24 60 70 20 46 1050 37.8 2.31 29.9 1033 470 43 1050 402 26.0 065 187 466 215 22 1250 390 233 310 98.9 491 40 1250 421 289 059 1.94 48,7 216 23 90 31 72 1050 387 233 30.7 1041 485 44 1550 405 274 068 182 458 22.5 20 1250 399 234 379 996 499 41 1250 425 304 071 1,90 490 224 22 5D 11 25 1050 396 _ 237 315 1049 a 490 47 1050 392 266 066 215 465 182 ■ ^ 2 9 1250 409 237 328 1003 507 4.3 1250 459 296 072 224 485 183 30 79 7.0 19 45 1050 416 2.45 333 1067 499 46 1050 402 269 0.67 206 472 195 27 1250 43.0 245 346 1018 5.15 44 1250 41.8 298 071 213 492 196 29 90 30 69 1050 427 247 342 1076 505 50 1050 406 260 069 2,01 475 202 25 1250 441 247 357 1027 525 46 1250 424 310 0.73 209 49.6 20.3 2.6 50 11 25 1050 421 246 , 337 107.1 501 52 1050 378 262 069 234 458 161 .- 3.5 1250 436 244 352 1023 522 46 1250 393 292 074 242 47.5 169 3B 60 70 19 43 1050 445 256 358 1093 509 54 1050 388 266 0.68 226 466 172 3.3 1250 46.0 2.54 37.4 1041 5.32 50 1250 404 294 073 233 483 174 36 9D 29 67 1050 45.8 260 370 1104 517 5.6 1050 393 272 089 221 468 777 31 1250 47 4 r 256 30.7 1051 5.43 51 1250 40 9 301 0 74 2.28 48 7 17 9 3 4 5 0 1 0 2 4 1050 44 7 258 35 9 109.4 508 5 9 1050 35 7 25.5 0 71 2 53 44 3 14 1 4 4 1250 463 254 376 1943 534 5.4 1250 370 284 077 259 456 143 47 90 70 18 42 1050 475 269 363 1119 517 60 1050 368 259 070 246 451 150 41 1250 49.2 264 402 1064 545 56 1250 381 257 075 2.52 467 151 45 90 28 65 1050 490 273 397 1132 526 62 1050 372 251 070 2.42 454 154 19 1250 r 507 265 416 1075 558 58 1250 386 LL 289 075 247 47.0 156 43 5.0 10 23 e Operas 00 not recommended 700 70 7 7 4 0 1050 35 4 25 6 0 72 2 74 448 129 51 1250 36 5 28 4 0 78 2 78 46 1 131 5.5 r 90 27 62 1550 358 256 071 269 450 13,3 48 1250 370 283 076 2.74 463 135 53 S D 1 0 2 2 - Operation not recommended 110 7 0 1 7 3 9 Operation 058 recommended 1050 32 4 24 1 0 74 2 99 42 6 10 8 6 2 1250 333 25.7 080 301 436 110 58 90 26 60 1050 327 237 073 284 428 111 58 1 1250 336 262 078 297 438 115 64 50 09 21 i Ope anon not recommended 120 70 1.6 37 1050 3D5 236 077 334 419 91 75 1250 312 262 054 334 426 93 81 50 25 58 1950 308 230 5.75 325 420 9.4 70 1250 315 25 3 0 81 3 30 42 7 9 5 7 7 WalerFUmace works continually to rmpr0re its products, As result. the desg, and spec*eations of each product at the time 01 order maybe changed vethoel not:tt. Please con act WaterOurnece at 1-388.32121137 for latest desgn an0 spec'theepont. Purchaser's approval or this data sot 1gnfhes that the e9Jt0meht i5 acceptable under theprOoi5on5 of the tub spe cification, 510350,9085:m4 other information contained herein aft not !Me" WdnantOS and do not form the 5455 0, 3153 bar9a0 between the parties, but are merely WaterFurnace's ooyson or convnendabon or ns products. The latest ver510n of this document is eve :able et www.waterlurnace.cem. SD1000AN 12/09 38 Page of From: Contractor: P p • Engineer' Project Name' Unit Tag' ND049 - ECM Low Speed (1350 CFM) 03/07/2011 10 :17 #882 P.059/067 ENVISION Residential Series 2 -6 Tons 6OHz EWT •F Flay Rate GPM Water Presaur Drop HEATING - EAT TO'F COOLING. EAT 50157 •F Mriow HC WW1 Power kW HE Mutt LAT 'F COP HWC k9tuh Aisnow CFM TC /Wan 5C k8105 6? Ratio Power ( kW HR Mutt 5E6 HWC 6Btuh P51 FT/1-10 CFM Operation not recommended 20 8 0 2 0 46 Ope4,Son not recommended 11.0 34 78 1150 225 205 155 881 3.22 42 1350 233 208 16.2 860 329 38 5.0 09 21 Operation not recommended Ope anon not t commended 70 80 19 44 1150 259 209 188 909 364 43 1150 361 211 059 119 401 302 - 1350 26 7 210 196 88 3 3 72 3 9 1350 37.3 24 9 0 67 1 27 417 29 5 - 110 33 76 1150 266 210 194 914 3.70 44 1150 381 211 068 111 399 326 - 1350 275 2.13 203 889 378 4.0 1350 _ 371 249 067 1.18 411 314 - 50 09 20 Operation not recommended Ope shoo not recommended 40 80 19 43 1150 298 216 224 940 403 45 1150 381 231 061 131 426 290 - 1350 308 216 234 911 417 42 1350 394 27.2 069 139 441 284 - 170 32 74 1150 308 218 233 94.8 414 47 1150 393 331 060 123 425 310 - 1350 318 219 243 91.8 425 4.2 1350 394 272 069 130 43.8 39.3 - 5 0 0 9 2 0 1160 30 8 218 23 5 94 8 419 4 8 1150 38 9 24 7 064 1 70 44 6 22.9 16 1350 31 8 2 18 245 91,9 432 4 4 1360 40 1 29.1 073 1.77 46 1 227 1 7 50 8.0 18 42 1150 332 223 256 968 437 49 1150 397 24a 062 747 447 270 15 1350 34 5 2 21 27 0 93.7 4 57 4 5 1350 459 29.2 071 154 462 26.6 1.6 110 31 72 1150 345 2.24 26.9 979 451 51 1150 399 248 062 138 447 289 14 1350 35 7 224 28 0 94 5 466 4 6 1350 41.2 29 2 0 71 145 46 1 28.3 1 5 5 0 IN 1 9 1E11 ill 2.24 281 971 4 41 5 2 1150 387 24 6 1 83 212 2.23 27,3 94 0 460 4 8 1350 39 9 29 0 • 1 91 20 9 60 80 18 40 1150 305 230 286 994 465 54 1150 393 246 063 162 448 242 21 1350 379 227 301 960 489 5.0 1350 405 292 072 1,70 463 239 23 110 30 69 1150 380 232 301 1006 491 55 1150 398 249 063 154 450 25.8 19 1360 394 229 316 970 504 51 1350 410 293 072 161 464 255 2.2 50 08 18 1150 364 2.32 266 993 461 58 1150 389 259 067 251 457 193 3.2 1350 379 229 300 9¢.0 464 54 1350 401 305 076 211 473 19.0 34 70 80 17 30 1150 398 236 315 1016 491 60 1150 393 26.2 067 1,82 455 215 30 1350 411 232 332 982 519 55 1350 405 307 076 190 470 213 32 110 29 67 0150 414 2.39 332 1033 5.08 61 1150 400 263 066 174 459 22.5 28 1350 429 2.33 35 0 99 4 539 5 7 1350 412 30.9 0 75 181 474 22.8 31 50 08 18 1150 38.7 2.38 306 1012 477 65 1150 37.6 248 066 220 451 17.1 44 1350 402 234 32.2 976 605 60 1350 388 292 075 229 467 170 46 50 80 16 3.8 1150 420 240 338 1639 613 67 1150 379 25.1 066 2.04 440 180 41 1350 43.7 234 357 1000 547 61 1350 39.0 295 076 212 462 18.4 44 110 28 65 1150 44,2 243 359 1056 533 69 1150 387 253 065 195 454 19.8 38 1350 45 9 2.36 37 9 101 5 5 70 6 3 1350 39 9 29 7 0 74 293 46 8 19 8 4 2 50 07 17 1150 40.6 243 32.5 1029 493 72 1150 35.5 228 064 2,40 437 140 59 1350 424 238 34 3 991 523 6.7 1350 356 36 8 0 73 255 452 14 7 6.2 90 85 16 36 1150 444 244 361 1057 533 74 1150 355 231 065 228 433 156 55 1350 462 236 362 101 7 5 73 6 9 1350 365 272 0 75 236 44 5 16 5 5 9 110 27 62 7150 468 247 384 1077 556 77 1150 365 234 0.64 218 438 167 51 1350 498 235 406 1535 599 7.1 1350 376 275 073 228 454 165 56 50 07 1: Operation not r commended 100 80 1.5 36 1150 33.9 238 070 256 426 132 71 1350 349 285 060 266 440 131 77 110 26 60 1150 351 242 069 247 435 142 66 1350 361 284 079 257 449 14i 73 50 07 16 Operation not r commended 110 8 0 15 3 4 Operation not recommended 1160 30.4 224 0 74 2 85 40 1 16 7 90 1`350 314 264 064 297 415 106 68 110 25 58 1150 318 22.8 072 276 412 115 84 1350 32.7 26.8 0.82 288 42 5 11.4 9 3 07 1 6 Opelaldn not nerommended 120 80 14 33 1150 290 218 078 318 38.9 98 112 1350 29 0 25 6 089 332 403 8 7 121 110 24 56 1169 296 222 075 309 462 96 104 1350 304 261 086 3 24 414 9 4 115 Waterrumace works continually to Improve its products. Asa result, I00 design and Spec{5cations or each product at the time of order may be changed without ncuce. Skase contact WaterFurnece at 1- 866. 929-2837 fen latest design and spec(oatons. Purchasers approval of this data set p9nihe5 that lire eompment 0 acceptable under the provisions of the job Specification. Statements and other Pfprmat.on contained het cm are not express warranties and do not form ln! bans of. bargain between the parties, but are merely WaterFumace's opinion or commendation 01 its products. The latest person of this document 8 available at wwav,Walerfurnecaeon,. SD1000AN 12/09 39 Page of From: Contractor: PO. Engineer Project Name: Unit Tag: ND049 - ECM High Speed (1550 CFM) 03/07/2011 10:18 #882 P.060/067 ENVISION Residential Series 2-6 Tons 60Hz EWT °F Flow Rate GPM Water Pleasure trop 71140 HEATING • EAT 707 COOLING. EAT 6067 •F Airflow 0714 HC IlB9m Power kW HE kBWh LAT aF 007 14WC s6tuts Mow CPU . TC 58691 SC 59985 577 Raga Power ; kW 180 59985 EER HWC MO P51 Opeason not recommended 20 9.0 2 5 5,7 Operation not recommended 12.0 4.0 9.2 1350 31.3 2.72 221 915 3.38 5.3 1550 321 2.60 22.0 89.3 3.38 4.8 6.0 1.2 2.9 Operation not recommended Operation not recommended 39 0.0 2.4 5.5 1350 35.5 2.65 26.1 945 3,68 5.6 1350 47.7 291 062 1.90 54.2 25.1 _. 1550 36,9 2,94 26.8 92.0 3,68 5.2 1555 504 33,7 0.65 2.02 57,5 25.0 - 12.0 3.9 8.9 1350 36 3 2.95 26.5 94,9 3,70 5.8 1350 482 29.4 0.61 1.81 54.4 26.7 _ 1550 37.5 297 27.4 92.4 3.71 5.3 1550 51.0 32.6 0.64 1.93 57,6 26.4 -- 6.0 12 2.8 Operation 5pt recommended - Operation not recommended 40 9.0 2.3 5.3 1350 40.8 297 30.6 98.0 402 6.2 1350 49.5 31.1 0.63 2.10 56,7 23.6 - 1550 42.0 3.04 31.6 95.1 4,04 5,7 1550 52,3 344 0.56 222 59.9 23.5 12.0 3.7 8,7 1350 41.5 3.01 31.2 95,5 4,04 64 1250 50.0 31,1 0.82 2.01 56.9 24.9 -- 1550 42,9 3.07 32 4 95.6 4.09 5.8 1550 52.8 34.6 0.66 2.15 60.0 24 8 6.0 1.2 2.7 1350 43.8 306 33.1 99.9 415 6.7 w, 1350 501 31,9 0.64 2.50 55.6 20.0 3,D 1550 45,0 3.12 34.4 96.9 4.23 6.2 1550 52,7 35.4 0.67 284 61,7 20.0 3.2 50 9.0 2.2 5,2 1350 45.3 314 346 101.1 423 6,9 1350 507 32,4 0,64 2,35 58.7 21.6 2.8 1550 46 6 3.19 35.8 97.9 429 6.4 1550 53,4 36,0 5.67 2 47 61 8 21.7 3.0 12.0 3 6 8.4 1350 462 3.19 35.4 101.7 427 7.2 1350 512 32.5 0.63 2.26 589 22.7 2,6 r 1550 47.5 3,22 36.6 985 4.35 6.5 1550 538 36,1 0.67 2,38 62.0 22.7 2,9 8.0 1.1 2.6 1350 47.6 321 36.7 102.7 4.35 7.6 1350 49.5 322 0.65 2.96 06.5 15.6 3.7 1550 49,1 3,22 36.1 , 99.3 4,47 7,0 1550 519 359 0,89 278 61.4 197 3.9 40 9.0 2.2 5.0 1350 49.6 329 386 104.1 4.44 7.9 1350 50.3 32.7 045 2,51 58.9 20.0 3.4 1550 51.3 3.30 405 100.6 455 7.2 1550 52,5 36.3 0.69 2,62 61.7 20.1 3,7 12.0 3 5 8.1 1350 50.9 3 33 39.6 1049 4.49 95 1350 555 32,8 0 65 2,43 592 209 3.2 1550 52.6 3.34 412 101.4 4.62 7,4 16511 53.3 38.5 0.89 2.54 62.0 21,0 3.5 6.0 1,1 2.5 1350 51.5 3,32 402 105.4 4.55 8.5 1350 492 32,8 667 2.91 59,1 16.9 4.6 1550 53.1 3.31 41.8 101.7 4.70 7.5 1550 514 36,5 0.71 352 61,7 17.0 4.9 70 9.0 2.1 4.9 1350 54,1 3,42 424 107.1 4.63 6.5 1350 603 332 066 2,77 598 18.2 4.3 1550 55.5 3,41 44j 103.3 4.79 6.1 1550 53.5 36,9 0.70 2,87 62.3 18.3 4.6 12.0 3.4 79 1355 55.5 3.47 43.7 168.1 4.59 9.0 1350 50.5 33.5 0.65 2.69 60,0 159 40 1650 57.3 3,45 45.5 -. 104.2 4.97 5.3 1550 03.1 372 0.70 2.80 62.7 19.0 4.4 r 6.0 1.1 ' 2.5 1350 54.7 3,49 42.7 107.5 4.65 9,6 1350 471 32.1 0.68 3.15 fr7,9 15A 59 1550 56.4 3.45 44.7 103.7 4.79 6.6 1550 45,1 35.6 0.73 3,24 602 15.1 6.2 80 9 0 2.0 4 7 1350 57.7 3,62 45.4 109.6 467 9.8 1350 46.4 32,5 0.67 3,03 59.7 16.0 5.4 1550 59.6 3.56 47.4 105.6 4,88 9.1 1555 50.4 36,0 0.71 312 61.0 162 5,9 12 0 3.3 7.6 1350 55.4 3.66 46.9 110.7 4.75 10.1 1350 45 5 32,7 0.67 2 -96 59.0 16.5 5.0 1550 513 362 49,0 1069 4.97 9.4 1550 50,9 362 0.71 3,05 61,3 18.7 5.6 6.0 1.0 2.4 1350 57.7 3.66 452 109.6 4,62 10.7 1350 ■ 44.3 30.8 ` 0.70 3,39 555 13,1 7.3 1650 59.7 3.55 47.4 105.6 4.56 9.9 1550 460 34,2 674 3.46 57.6 13.3 7.7 60 9.0 2.0 4.5 1350 61.3 3.81 48.3 112.0 4.71 11.1 1350 45.7 31.1 0.68 329 56,9 13.9 6 8 1550 L 63.3 3,73 05.6 107.6 4.96 102 1550 47,4 34,5 073 336 50.8 14.1 7,4 12.0 3.2 7.3 1350 63.1 3.85 50.9 113.3 4.81 114 1350 462 31,4 0,68 322 572 14.3 6 3 1550 65.5 3.76 52.4 109.0 5.07 10,6 1550 47.8 34.9 0.73 129 590 145 7.0 6.0 1.0 2.3 Operation not teCOMmended 100 9.0 1.9 4.4 1350 496 30,5 0.70 3.66 56.0 11.9 84 1550 45.0 33,7 0.75 3,71 57.7 122 92 12.0 3.1 7.1 1350 44,0 30,8 0.70 360 56,3 12.2 7.8 ■ 1550 45.4 342 0.75 3.65 57 9 12.5 9.7 66 1.0 2.2 Operation not r commended 110 9.0 18 4.2 Operation not recommended 1350 39.4 26.4 0.72 3.97 529 9.9 10.3 1550 40.5 31,4 0.78 400 51.1 10.1 112 12.0 2.9 6.6 1350 39.8 26.8 0,72 352 532 10.1 9.6 1550 40 9 31.9 0,78 3,95 54.4 10.3 10.7 60 0.9 2,1 ' Ope ation not recommended 120 9.0 1 7 4.0 1350 36.5 272 0 74 4 42 51.6 8 3 12.5 1050 37 4 30.1 0.80 4.42 62.5 8 5 13.5 12.0 2 5 6 5 1350 36.9 27.7 0.75 4,38 51,9 8.4 11.6 __ _ 1550 37.8 30.6 051 4.38 52.7 8.6 12.9 Wate,Furnace works conunualfy t0 improve as products. Asa result Ina design and spepoleadons or each product at the loam o1 order may be changed w4noot notice. Please contact WalerFurnace at 1. 966.924.2637 (or West design dr. spec2.rslions. Purchaser's approval of this date set srpnifi es that the Oquibment is acceptable urWer the provisions of the tot, spe: fiCa hon. Statements and other rnlwmatrcn Contained hereto are not express Warranties and do not form the basis 01 any bargain between the parties, but are merely WeterFuonace's epmron or commendation of Rs products, The latest version of this °acument ra .available M vemewaterturnace,com. SD1000AN 12/09 40 Page of From: Contractor: Pp' Engineer. Project Name: Unit Tag' ND064 - ECM Low Speed (1500 CFM) 03/07/2011 10:18 #882 P.061/067 ENVISION Residential Series 2 -6 Tons 6OHz 5011 'F Flow Rate GPM - Water Press. DPW HEATING. EAT 701F COOLING - EAT 80187•F Airflow HC 5,81.6 Power I HE kW Whin ( LAT I •F COP I 14NC 1 5,01.6 Airflow CFM TC 88Wh SC Mob 5/i Ratio I Power 1 kW 174 k8tuh f 1 ESN � 5,95.6 PSI FTpi0 CFM Operation not recommended 20 100 27 62 Operation of tewmmended i40 51 118 1250 62 2 55 17 5 1 89 4 i 3 01 4 9 w 1500 227 1 259 18.3 867 307 i 45 60 1.0 23 ' Operation not recommended Operation not recommended 30 100 26 60 1250 304 263 214 925 339 55 1250 517 304 059 143 565 360 13 1500 315 267 724 89.4 346 46 1500 532 346 565 1.50 583 355 14 14.5 5 0 115 1250 315 263 22 5 93 3 3 51 51 1250 50 5 30 3 059 140 56 6 37.0 12 1500 32 6 2 67 23,5 901 358 4 7 1600 53 1 34 5 0.65 148 581 36 0 1 3 60 10 23 Operation not retzmmcnded Operation not recommended 40 100 25 59 1250 359 272 266 966 396 53 1250 532 311 059 157 595 336 14 1500 369 273 276 928 386 49 1500 548 354 065 165 604 332 16 14 0 4 8 11 1 1250 37 1 2 7$ 27 7 97 5 3 98 5 5 1250 53 3 31.1 0 58 154 58 6 34 7 t 3 1500 39 1 274 _ 28 7 93 5 4.07 50 1500 54 8 35.3 5.65 162 60 3 33 6 15 60 09 22 1250 404 276 310 995 428 56 1260 _ 54.5 315 058 182 607 299 2.0 1500 41 5 276 32 1 95.6 440 5 2 1500 56 1 35.8 054 1 92 62 6 29 1 2 1 50 100 25 57 1250 410 262 314 1004 427 57 1250 546 318 558 1.76 806 311 19 1500 420 280 324 959 439 5.3 1500 552 361 064 164 62.5 305 2.0 140 4 7 10 8 1250 42.3 2 83 32 6 1013 4 37 5 9 1250 54 7 31 8 0.58 1 72 60 6 31 6 1.7 1500 432 282 336 967 450 54 1500 563 36.1 064 1.81 825 31.2 19 60 09 21 1250 450 286 352 1033 4.61 61 1250 52.5 309 059 204 • 594 258 2.6 150D 459 2.83 363 98 3 475 57 1500 541 345 064 213 814 25,4 3.0 60 100 24 50 1250 464 291 364 1043 467 63 1250 527 311 059 197 595 266 26 1500 471 287 37.3 991 482 58 1500 543 352 065 2.06 61 -3 26.4 2.9 14 0 4 5 10.4 1250 47 5 2 93 375 1D5 2 4 74 6 5 1250 53 0 312 0 59 1 93 59 5 27 4 25 1500 482 289 583 99,8 a 4.89 60 1500 545 352 065 202 614 270 27 60 09 20 1250 494 295 t 393 1066 491 68 1250 516 312 561 230 594 224 40 1500 50.2 290 454 101 0 508 63 1500 532 35 0 066 2.40 61 4 22.2 4 2 70 105 23 5.3 1250 515 300 413 1051 504 70 1250 519 , 31.5 061 223 595 232 37 1500 521 293 421 102.1 521 65 1500 53,5 354 066 2.33 61.5 230 40 14.0 44 101 1250 525 303 421 1089 508 72 1250 522 316 061 219 59.7 239 35 1500 r 53.0 r 296 42 9 102.7 5 25 6.6 1500 536 35 6 066 2.26 61 6 23.6 3 9 60 08 2.5 1200 536 304 432 1057 517 76 1250 49.3 _ 301 061 260 582 190 55 ' 1500 54.1 2 97 43 9 103.4 5 33 7.0 1500 508 33,6 066 269 60 0 18 9 5 9 80 10.0 22 51 1250 566 3.09 461 1119 537 78 1250 498 304 081 253 58.4 196 52 1500 569 300 466 105.1 556 72 1500 513 341 066 263 602 195 56 140 42 9.8 1250 573 313 486 1124 537 80 1250 501 306 061 249 586 20.1 48 , _ 1500 _ 57.5 304 47.1 1055 555 7,4 1500 517 343 066 258 605 20.0 5.3 60 0.8 19 1250 576 313 469 1127 540 85 1250 457 288 563 294 557 15.6 74 1500 577 304 474 1056 556 75 1500 471 31.8 067 3.02 574 156 78 90 10 0 21 5 0 1250 615 318 50 7 1155 5 67 67 1250 46 2 29 9 062 287 560 161 69 1500 615 306 510 1080 589 61 1500 476 322 069 297 577 160 75 140 41 94 1250 61.9 323 509 1150 562 90 0250 466 297 063 284 562 164 64 l 1500 61.5 311 511 1581 552 83 1500 481 324 067 292 580 16.5 7.1 60 08 18 _ _ Operation not recommended 150 10.0 21 48 1250 443 290 065 328 555 135 90 150D 456 320 070 336 571 136 9.7 140 39 91 1250 44.7 293 066 323 559 138 83 1500 46.2 324 010 331 57.5 139 92 60 08 1.8 Operation hot te5Stllmended 110 100 20 46 Operation not recommended 1250 399 273 069 371 526 107 113 9500 411 300 073 379 541 109 123 14 0 3 8 8 7 1250 40 4 27 8 0 69 366 52 9 11 5 10 5 ■ 1500 417 305 013 373 544 112 117 60 07 17 Ope non not recommended 120 100 19 44 1250 373 275 074 421 516 89 140 1500 384 299 078 425 530 90 15.2 140 36 64 1250 379 280 0.74 416 52o s1 130 4 - 1500 350 305 078 421 534 83 145 Water Furn Ce works 061 natty d improve As products, ,U a result, the Oesi9n and s5M6Cati9ns of each •od.151 at use 1me or orde may be atoned without nctxe. Please can act Water7urnace al 1 -888 -929. 837 rof latest design 0(0 c.l Goons, Purchaser's error° al 01 this data set sr90000 that the equipment ts acceptable under the proV1p9ns of the rob sPetilrcat+0n, Statements and other intorm0bon contained riven ere not express warranties and do not form the bpsrs of any bargain between the parties, but axe meeety Wale,Furnaco'0 opinion or commendation of Rs products. The latest version of this document IS available at www.waledurnace.corn. SD1000AN 12/09 41 Page of From: Contractor: PO: Engineer Project Name: Unit Tag* ND064 - ECM High Speed (1800 CFM) 03/07/2011 10:19 #882 P.062/067 ENVISION Residential Series 2 -6 Tons 60Hz EWl 'F Flow Rate GPM Water Pressure Crop HEATIHO- EAT 70'F COOLING - EAT 90167•F Airtvv HO k81uh Powel kW HE k8tuh LAT 'F COP HWC ketch Airflow CFM TC k61un SC Mull _ SR Ratio Parer kW HA ' k61uh 5607 HWC kEtuh P57 FTMp ^ GFM Operation not recommended 20 120 3 8 8 8 Operation not recommended 16.0 65 t51 '1� 11 403 1 364 27.9 90.7 1 324 , 56 65 16 41 Operation not recommended Ope Mon not t commended 34 12 0 3 7 86 1505 454 30 33.4 980 381 6 5 1500 67 1 42 9 004 2.35 75 1 28 6 - 1800 466 372 339 940 368 60 1500 577 d67 069 249 762 272 - 160 64 147 1500 460 058 338 984 376 62 1500 678 433 084 231 756 294 - 1900 471 375 343 942 3.68 6.1 1900 682 471 069 245 766 279 - 8D 77 4.0 _, Operalson not recommended Ope Awn not r commended 40 120 36 53 1500 522 372 395 1022 411 72 1500 69.7 441 0.53 270 789 258 - 1800 53.4 388 401 975 403 6.6 1800 70.7 480 068 286 805 247 - 16 0 62 147 1500 530 379 401 1027 410 74 1500 704 445 an 265 795 266 - 1800 542 392 409 979 405 67 1800 714 484 0.88 2.82 810 253 - 80 77 38 1500 557 388 424 1044 4.21 76 1500 708 444 563 315 816 - 225 4.0 1800 568 400 432 99.2 417 72 1800 723 453 067 335 837 216 42 60 120 35 67 1500 589 395 454 1063 437 60 1500 716 44.8 083 309 821 232 37 1800 601 405 462 1009 435 74 1800 730 499 0.67 328 84.2 223 40 160 60 536 1500 596 400 462 1069 439 82 1500 723 453 063 303 826 238 34 _ 1800 611 409 472 1015 435 75 1800 737 492 067 323 647 229 5.8 8.0 16 37 1500 624 414 483 1085 442 87 • 1500 692 440 064 140 808 204 46 1900 63.6 4 21 494 152 8 444 8 0 1900 71 0 47 9 0 67 362 83 3 19 6 5 1 68 120 34 78 1500 653 421 509 1103 454 9.0 1600 699 444 064 3.33 813 21.0 45 7800 667 426 522 1643 458 83 1500 717 45.3 067 354 83.0 202 49 160 56 134 1500 667 4.26 522 1112 459 92 1500 706 449 064 328 61.9 215 42 1800 ' 682 431 535 105.1 464 85 1800 724 488 067 349 84.3 208 46 B 0 16 36 1500 68 3 444 54 1 112.8 458 9 8 1500 _ 69.8 44 4 _ 064 _ 3 78 82 7 18 5 _ 61 1800 70.8 446 556 106.4 455 90 1800 720 482 067 4.03 857 179 64 70 12 0 3 3 7 5 1500 71 8 4 50 56 4 114 3 468 ID 1 1500 70 5 44 8 064 3 71 63 1 19 0 57 1800 73 4 4 51 58 0 107 8 4 77 9 3 1800 72 8 48 7 0.67 394 86 2 16 5 61 160 56 129 1500 736 455 581 1155 474 104 1500 71.2 453 064 354 836 195 53 7800 754 455 598 1088 455 96 1800 714 492 5.67 3,88 867 189 58 90 /5 35 7500 761 473 600 1170 472 110 1500 657 429 565 410 797 160 77 1600 77.9 4 70 61 8 110 1 486 102 1800 68 2 46 6 068 4 37 83.1 15 5 81 80 120 32 71 1500 779 478 61.6 1181 477 113 1500 664 43.3 065 402 802 16.5 71 1800 796 474 536 1110 494 10.5 1800 689 470 068 4.28 535 161 77 160 54 125 1500 803 484 637 1195 466 117 1500 57.1 43.8 065 395 806 170 66 1800 82 3 4.70 66.0 172 3 504 10 8 1800 69 6 47 5 0.68 4 21 83 9 16 5 7 4 B0 14 33 1500 63.0 505 658 1212 482 124 1500 605 413 068 440 755 138 96 1800 850 497 680 1137 5.01 114 1800 533 449 071 469 791 135 102 90 120 30 70 1500 641 510 667 1219 483 127 1500 612 41.7 066 431 759 14.2 90 1800 862 500 691 1143 506 115 1800 637 453 071 459 794 139 57 160 52 120 1500 87.0 517 694 1237 493 131 1500 618 422 068 424 76.2 146 63 1800 893 505 720 1159 518 , 122 1800 644 458 071 451 798 143 9.2 80 14 32 _ _ Ope3Mwn not recommended 790 12 0 2 9 6 8 150D 59 5 40 6 0 68 4 76 75 7 115 71 1 1800 623 442 071 6.07 796 123 121 160 50 116 1500 60,0 411 068 468 760 128 103 1800 62 9 44 6 0 71 499 79 9 12 6 11.5 80 13 31 Operaton not r commended 110 110 2 8 6 5 Operato n not recommended 1500 52 6 37 1 0 7l 509 698 703 4 ?36 1800 554 453 073 543 739 102 148 160 45 112 1500 531 375 071 500 701 106 127 ■ 1 1500 55 9 40 8 0 73 534 74 1 105 14,1 80 13 30 00eranon not r Commended 120 1/0 27 63 1500 512 378 074 562 703 91 165 1800 54 2 47 1 0 76 6.00 74 6 9 0 17.9 160 46 107 1500 510 382 074 552 705 94 153 1800 546 415 076 , 590 747 93 170 Watescurn ce work: conbnuafy to :mpc0ve Its p408ucts. As 0 result, the amigo and spredite Ons of each pmclect at the trine of order may be changed without nOttee. Please Contact Walnfurnace et 1.889.929 -2537 for latest deogn anc cpee:hcatioos Purchaser's approval of th,s data set 0 :9mties that the e0'JIPment is acceptable waver the Wows 0ss of the job spedh0atfon. Statements and other toformatwn -O roamed herein ate not express aver antes arc ao not fouo the bass oI any bet gam between the ONO., but are rnerely Wete,Furnace's opsoon or commendation of products. The latest version or dm document is evadable at www.waterfumaea.cem. SD1000AN 12/09 42 Page of From: Contractor: PO • Engineer - Project Name: Unit Tag' ND072 - ECM Low Speed (1700 CFM) 03/07/2011 10:20 #882 P.063/067 ENVISION Residential Series 2 -6 Tons 60Hz EWT aF Flow Rate GPM - Water Pressure Drop HEATING - EAT 70.F COOLING - EAT 90197•F a Airflow HC k6luh Power KW HE K6lum LAT 'F COP 1 HWC k8tuh Nregw CFM TC k8tu6 SC ( kStuh 516 Rat. Power kW HR I ketch ESP HLyC k61uh 951 FTISIO CFM Operation not recommended 20 130 3 6 82 Operation not recommended 160 50 116 1400 I 324 336 I 210 914 283 60 ! 1700 340 340 224 865 _ 293 5.4 100 23 53 Operation rKK recommended Operation not recommended 30 130 35 80 1400 382 338 247 939 314 61 1400 551 337 061 182 613 303 - 1700 38 0 3 42 26 3 90.7 325 56 1700 57 0 38 7 068 194 63 6 29 4 - 16.0 49 113 1400 378 338 262 95.0 328 61 1400 552 336 061 175 612 316 - 1700 396 342 279 91.6 339 57 1702 568 386 068 188 632 302 - 10 0 2 2 51 Operation not not tommended Ope a5on not recommended 40 130 34 78 1400 426 348 307 981 358 65 1400 577 357 062 300 645 289 -- 1700 444 349 325 942 373 5.9 1700 595 458 068 212 66.7 281 - 16 0 4.7 11 0 1400 44 1 3 49 321 99 1 3 70 6 7 1400 57 6 35 6 0 62 193 64 4 299 - 1700 46.0 350 34.1 951 385 6.1 1700 59 5 40 7 068 206 66 5 289 - 100 21 49 1400 476 352 356 1016 356 68 1400 597 37.3 062 230 676 269 23 H 1700 497 348 378 971 4,18 63 1790 61.6 432 069 242 698 254 24 50 13 0 33 75 1400 483 3.56 361 1019 398 70 1400 599 376 063 222 675 26.9 21 1700 50.2 354 382 974 416 64 1700 617 427 069 234 697 264 23 16.0 46 106 1400 497 358 37.5 1029 407 72 1400 600 376 063 216 674 277 30 1700 51 8 358 _ 39 7 98 2 4 27 6.6 1700 61 9 427 0 59 228 69 6 27.1 22 100 21 40 1400 529 363 405 1050 427 75 1400 680 368 063 253 666 229 32 1700 551 356 43.0 100 0 454 6 9 1700 59 7 41 5 0 70 3.94 68 7 22 5 3 4 60 130 32 73 1400 544 367 419 1o60 434 77 1400 552 371 064 245 666 236 30 1753 56 5 3 61 44 2 1009 460 7 1 1700 60 0 42.0 0 70 256 88 7 23 4 32 160 44 103 1403 556 3.71 430 1068 440 79 1400 585 372 084 240 667 244 28 ■ 1700 579 364 454 1015 466 73 1700 603 421 0.70 250 688 241 31 100 20 46 1400 584 376 455 1086 a 454 83 1400 576 373 065 283 672 204 45 1700 60 7 365 481 1011 4 07 7 7 1700 59 2 420 0 71 294 69 3 20 2 4 8 70 13 0 3 0 7 0 1400 60 6 380 47.6 110 1 4 67 8 5 1400 57.9 37 6 0 65 2 74 67 3 212 4 2 1700 629 3.69 50 3 104 3 500 7 9 1700 59 6 42 5 0 71 2 85 89 3 209 4.5 16 0 4 3 9 9 1400 617 386 48.5 110.8 4.69 813 1400 58 2 38.0 0.65 2 70 675 216 3 9 1700 640 375 51,3 1049 5.01 81 1700 651 42.7 071 279 69,6 215 43 100 19 45 1400 629 366 49.7 111.6 477 92 1400 549 365 066 315 65.7 17.4 62 1700 662 372 525 1055 513 80 1700 566 40.8 072 324 677 17.5 66 50 130 29 68 1400 662 191 52.8 1138 497 95 1400 564 369 067 307 659 180 56 1700 68 5 3 75 55 6 107 3 5,36 8 0 1700 57 0 413 012 316 87.8 18 0 63 16.0 42 96 1400 669 396 534 1143 495 98 1400 558 371 067 101 661 155 5.4 ■ 1702 692 381 562 1077 532 91 1750 575 415 072 311 681 185 60 100 19 43 1400 675 397 539 1146 468 103 • ■ 1400 557 347 065 350 627 14.5 83 1700 697 381 567 1080 537 95 1700 523 385 0,74 357 645 146 88 90 130 25 6.6 1400 71.9 403 581 1175 523 106 1400 512 350 088 343 629 149 77 1700 743 383 612 110.4 569 88 1700 528 39.0 074 350 648 151 84 160 40 93 1400 723 4.06 584 1178 519 110 1400 518 353 068 337 633 153 72 1700 746 390 613 1156 550 102 1700 , 534 393 074 345 651 155 80 100 18 42 Operebcn not recommended 100 130 27 63 1400 491 349 071 387 624 127 100 1700 50.7 38 7 0.76 3 92 54 1 129 10.9 160 39 89 1400 498 353 071 382 528 130 93 1700 _ 51 3 39 1 0 76 385 64 5 13 3 10 4 100 17 40 Operation not recommended 110 130 26 61 Operation not recommended 1400 437 327 075 433 564 101 127 1700 452 36.1 080 435 600 104 138 160 37 86 1400 444 t 332 075 427 590 104 118 1700 457 366 080 429 604 107 131 100 17 38 Operation not 0:Commended 120 130 25 58 1400 408 319 578 48g 675 84 158 1700 423 349 083 466 589 87 17.1 160 36 82 1400 417 325 070 480 550 87 146 1700 428 355 083 479 592 59 163 Wa1ese,n se works Cenb0ually O improve its products. Asa result, the aest9n and 06009h_a00ns or each prodx4 at the time 01 o,dee may be Clanged waho 1 rube.. Please Contact Water ,(mace m1-888479-2831 for latest deogn and spea5O4LO0S.Putchasor'S .9Pr0Va1 of thl5 data set s!gnities that the equipment t5 acceptable under the 111OViSi005 Of the IOb Sp eClliCat.Orl 5101011121115 and other 0Jamatwn Contained harem are not e0OreSS wanantre5000 d0 n0150rm the bans or any barge. belwe4n the parties. but are meows Wate0Furnace s oonton or commendation oats products. The latest version of this document 0 available at wwW.watedurnace.com. SD1000AN 12/09 43 Page of From: Contractor: PO Engineer Project Name: Unit Tag* ND072 - ECM High Speed (2200 CFM) 03/07/2011 10:21 #882 P.064/067 ENVISION Residential Series 2 -6 Tons 6OHz EW7 'F Flow Rate GPM Water P,s ss Orop HEATING - FAT 70•F COOLING • EAT 80157 •F Airflow 45C k@tph Power kW HE k&dh UT 'F COP 74510 Mob Aram CFM TC SOlus SC xl3tun I Si' 1 Ratio `Power II kW I HR 1! kOtuh EER FI4YC k9tW1 PSI . FT7HD CFM Operation not reCOn wendlll 20 159 46 10.7 Operation not recommended 180 62 143 185D 454 1 408 I 314 927 326 79 2209 47 1 Il 434 32 2 B9 8 318 71 120 32 T4 • Operation not recommended Operation not reeommeroed 30 15 0 4 5 10 4 1550 52.6 4 24 251 96 3 364 8 3 1555 71 9 43 9 0 61 256 50 7 25 1 - 2200 54 5 4 51 391 92 9 3 54 7 6 2200 73 3 47 8 0 65 2 71 82 5 27 0 -. 18 0 6.0 13 9 1850 53 0 4 28 38.4 96 5 363 8 6 1850 72 7 44 7 0 61 2 52 812 28 9 - 2200 55 0 455 39 5 931 354 7.5 2200 74 0 45 1 0 65 267 83 1 277 - 720 31 71 Operation not recommended Ope ow hot recommender/ 40 15 0 4 4 101 1850 61 0 450 45.6 1005 3 97 9 2 1550 74 8 45 7 062 309 55 3 24 2 - 2200 631 471 47.0 965 3.52 84 2200 762 505 067 328 874 233 - 18 0 68 135 1850 619 4.55 463 1010 398 95 1850 756 476 063 303 859 249 - _ 2200 64 0 4 76 478 959 314 -. 8 6 2200 77.0 512 086 3.23 08 0 23.9 - 120 30 8.9 1850 649 465 489 1025 406 99 1850 ` 762 486 0.64 3.75 890 ` 203 43 2200 87.7 486 50 5 98 2 4 05 9 2 2200 77 8 525 0 68 3 96 91 4 156 4 6 50 750 42 98 1850 686 478 523 1043 421 193 1550 770 491 064 367 895 21.0 40 r 2250 709 494 54.0 991 421 94 2200 785 534 068 390 91.8 20.1 4.4 18 0 5 7 131 1850 698 484 53 3 104 9 4 23 10.6 1850 77 8 50 1 664 3 61 901 21.5 3 7 2200 721 499 551 1053 424 97 2200 79.3 539 068 384 924 206 42 120 29 67 1850 73.0 500 560 _ 1065 428 111 1650 748 48.7 085 399 554 185 53 2200 754 510 59.0 1017 433 103 2200 764 526 069 424 909 180 56 60 15 0 4 1 9 5 1850 76 2 5 Oa 559 100 3 439 11 5 1550 75 5 49 2 0 65 390 59 9 19 4 4 9 2200 787 517 611 1031 447 105 2200 771 532 069 4.15 913 185 53 16 0 5 5 12 7 1850 77.9 5 15 60 4 109.0 444 11 8 1850 76 4 49 9 0 65 353 89.5 19 9 4 6 2200 85.5 + 5.22 62.7 103 9 4 52 10 9 2200 779 53 7 069 408 919 19.1 5 1 120 28 65 1850 81.2 531 630 „, 1106 448 125 1850 748 496 066 443 999 169 66 2200 63 7 5.35 65 5 1052 459 11.6 2200 761 53.4 0 70 4 71 92 4 16 2 7 0 70 150 40 91 1850 840 535 656 1120 456 129 1850 755 502 066 434 903 174 62 2200 85.7 540 682 1055 4.70 119 2200 77.7 539 070 461 928 167 67 1150 53 12.2 1550 862 549 675 1131 463 133 1850 764 507 066 4.26 909 179 57 2200 89 0 646 _ 70.4 107 5 4 78 12 3 2200 77 9 54 5 0 70 454 93.4 17.1 64 12 0 2 7 13 1850 58.3 566 69 0 1142 4 57 14 1 1850 71 5 49.3 068 - 4 76 87 5 15 0 8,4 2200 912 5.62 720 1084 475 130 2200 73.0 522 072 507 903 14.4 19 80 150 38 88 7850 904 574 708 115 ..3 462 145 1850 722 488 068 466 881 155 7B 2200 93,3 5.66 74 0 1093 4 83 134 2200 73 7 52 7 0 71 496 90 7 14 9 84 180 51 118 1850 932 5131 733 1166 470 15.0 1550 730 495 068 458 887 159 72 2205 96 3 5 72 76 7 ` 110 5 • 4 93 136 2200 74 5 53 3 0 71 4,85 512 15 3 8 0 120 26 60 7850 956 603 75.1 1179 465 159 1850 669 459 _ 069 498 839 134 105 2200 988 590 786 1110 490 147 2200 683 499 073 530 864 125 111 90 155 37 85 1650 970 609 762 1185 467 163 1950 675 464 099 4B7 842 13.9 96 2200 1504 593 799 112.1 495 151 ssw 689 503 073 5.19 866 13.3 106 180 49 114 1850 1003 617 792 1202 476 168 1550 683 473 059 480 846 143 91 2200 1036 600 832 _ 1136 _ 506 156 2200 697 508 073 511 671 136 101 120 25 6a Operators not recommended 100 150 36 82 1950 547 457 071 536 831 120 122 2200 661 49 4 0 75 572 85 6 11 5 13 2 180 45 115 1550 r 655 494 071 529 835 124 113 2200 655 49,9 075 5.83 860 119 125 120 24 56 , Operation not recommended 110 150 34 79 Operation not recommended 1850 578 423 073 5.62 770 103 149 2200 59.0 455 077 5.98 794 99 161 180 46 756 1950 584 427 073 552 773 106 138 i ■ 2200 596 459 077 588 797 102 15.3 120 23 54 Operation not recommended 120 150 33 78 1850 547 415 075 617 758 89 180 i 2205 55 8 44 3 0 79 6.57 78 2 8 5 18,5 750 44 102 1850 553 415 075 606 760 91 167 2200 56 5 44 6 0 79 6.44 754 8 8 15 5 WatetFurnace works onbnua0y o approve its products. As ,05511, the 50551.1 and specifications of eaCn pr00ac1 at the time of order may be changed witt :vt 00:■0. Please con act WMerPurneee at -888.979 -2837 Icy Iatest design and speclf0abons. Purchaser's a5Pr0 al Of this data set signifies that the eq.npmant,s acceptable under the provisions Of the lob specification. Statements and other information contained herein are not express warranties and do not Itxm the 805,5 pfany bargain b tween the Dames, but are merely Wateriu,nace's 00akon or commendalron or its pro0vcis. the latest version of lhri document is available at wwwwaterfamaceeorn. SD1000AN 12/09 44 Page of From: Contractor: P 0.' Engineer* Project Name: Unit Tag: Engineering Guide Specifications General Furnish and install WaterFurnace Water Source Heat Pumps, as indicated on the plans. Equipment shall be completely assembled, piped and internally wired. Capacities and characteristics as listed in the schedule and the specifications that follow. The reverse cycle heating /cooling units shall be either suspended type with horizontal air inlet and discharge or floor mounted type with horizontal air inlet and vertical upflow /downflow air discharge. Units shall be AHRVISO 13256 -1 certified and listed by a nationally recognized safety - testing laboratory or agency, such as ETL Testing Laboratory. Each unit shall be computer run - tested at the factory with conditioned water and operation verified to catalog data. Each unit shall be mounted on a pallet and shipped in a corrugated box or stretch - wrapped. The units shall be designed to operate with entering liquid temperature between 20 °F and 120 °F [ -6.7 °C and 48.9 °C]. Casing and Cabinet The cabinet shall be fabricated from heavy -gauge galvanized steel and finished with corrosion - resistant powder coating. This corrosion protection system shall meet the stringent 1000 hour salt spray test per ASTM 8117. The interior shall be insulated with 1/2 -inch thick, multi- density, cleanable aluminum foil coated glass fiber with edges sealed or tucked under flanges to prevent the introduction of glass fibers into the discharge air. Standard cabinet panel insulation must meet NFPA 90A requirements, air erosion and mold growth limits of UL- 181, stringent fungal resistance test per ASTM-C1071 and ASTM G21, and shall meet zero level bacteria growth per ASTM G22. Unit insulation must meet these stringent requirements or unit(s) will not be accepted. One (horizontal) to two (vertical) blower and three compressor compartment access panels shall be `lift -out removable with supply and return ductwork in place. The front access panel shall be hinged to provide easy access to the electrical /compressor section. The control box shall be hinged and removable to allow easy access to the compressor. The internal component layout shall provide for service access from the front side for restricted installations. A duct collar shall be provided on the supply air opening. Standard size 2 in [5.1 cm] MERV 11 pleated filters shall be provided with each unit. Vertical units shall have a return air filter rack /duct collar; the horizontal units shall have a filter bracket each field convertible from 2 in. [5.1 cm] to 1 in. [2.5 cm]. The upflow vertical units shall have 03/07/2011 10:22 #882 P.065/067 ENVISION Residential Series 2 -6 Tons 60Hz a removable insulated divider panel between the air handling section and the compressor section to minimize the transmission of compressor noise and to permit operational service testing without air bypass. Vertical units shall be supplied with left or right horizontal air inlet and top, bottom, or rear air discharge. Horizontal units shall be supplied with left or right air inlet and side or end air discharge. The compressor shall be double isolation mounted using selected durometer grommets to provide vibration free compressor mounting. The compressor mounting bracket shall be acoustically deadened galvanized steel to prevent vibration transmission to the cabinet. The drain pan shall be of plastic construction to inhibit corrosion and bacterial growth. Drain outlet shall be located on pan as to allow complete and unobstructed drainage of condensate. The unit as standard will be supplied with solid -state electronic condensate overflow protection. Mechanical float switches WILL NOT be accepted. Vertical units shall be furnished with a PVC slip condensate drain connection and an internal factory installed condensate trap. Refrigerant Circuit All units shall contain a sealed refrigerant circuit including a hermetic motor - compressor, bidirectional thermostatic expansion valve, finned tube air -to- refrigerant heat exchanger, reversing valve, coaxial tube water -to- refrigerant heat exchanger, optional hot water generator coil, and service ports. Compressors shall be high - efficiency single speed rotary or scroll, or dual capacity scroll type designed for heat pump duty and mounted on vibration isolators. Compressor motors shall be single -phase PSC with overload protection. The FormiShield electro- coated coil shall be sized for low -face velocity and constructed of lanced aluminum fins bonded to rifled copper tubes in a staggered pattern not less than three rows deep for enhanced performance. The coaxial water -to- refrigerant heat exchanger shall be designed for low water pressure drop and constructed of a convoluted copper (cupronickel option) inner tube and a steel outer tube. Refrigerant to air heat exchangers shall utilize enhanced corrugated lanced aluminum fins and rifled copper tube construction rated to withstand 600 PSIG (4135 kPa) refrigerant working pressure. Refrigerant to water heat exchangers shall be of copper WaterFureaCe Works Conhnuelly to improve its pOOdUCts. Asa result, the deg,, and spMbcalrons of each product at the lime of order may 00 Changed without nowt. please contact WaterFurnace at 1408- 929 -2837 for latest design an° speclhcauons purchaser's approval of this data set signifies that the equipment is acceptable under the provisions of the lob 1petdK9:.on. Statements and other nlornabon contained herein ere not express Wananues and do not form the besa of any barge. between the parties. but are merely WalerFurnaC9 S amnion or Ccnnendahon of its products. The is test version or 4405 document n available at ww..weterfernace.com. SD1000AN 12/09 45 Page of From: 03/07/2011 10:23 #882 P.066/067 Contractor: Pk); Engineer' Project Name: Unit Tag' Engineering Guide Specifications cont. inner water tube and steel refrigerant outer tube design, rated to withstand 600 PSIG (4135 kPa) working refrigerant pressure and 450 PSIG (3101 kPa) working water pressure. The thermostatic expansion valve shall provide proper superheat over the entire liquid temperature range with minimal "hunting." The valve shall operate bidirectionaily without the use of check valves. All units shall have the source coaxial tube refrigerant -to- water heat exchanger and the optional hot water generator coil shall be coated with ThermaShield. Refrigerant suction lines shall be insulated to prevent condensation at low liquid temperatures. Fan Motor and Assembly The fan shall be a direct drive centrifugal type with a dynamically balanced wheel. The housing and wheel shall be designed for quiet low outlet velocity operation. The fan housing shall be removable from the unit without disconnecting the supply air ductwork for servicing of the fan motor. The fan motor shall be a three -speed PSC or variable -speed ECM2 type. The ECM2 fan motor shall be soft starting, shall maintain constant CFM over its operating static range, and shall provide 12 CFM settings. An optional 3 -speed PSC fan motor is available on all single speed models. The fan motor shall be isolated from the housing by rubber grommets. The motor shall be permanently lubricated and have thermostatic overload protection. ECM2 motors shall be long -life ball bearing type. Electrical A control box shall be located within the unit compressor compartment and shall contain a 75VA transformer, 24 volt activated, 2 pole compressor contactor, terminal block for thermostat wiring and solid -state controller for complete unit operation. Electromechanical operation WILL NOT be accepted. Units shall be name - plated for use with time delay fuses or HACR circuit breakers. Unit controls shall be 24 volt and provide heating or cooling as required by the remote thermostat /sensor. A microprocessor -based controller that interfaces with a multi -stage electronic thermostat to monitor and control unit operation shall be provided. The control shall provide operational sequencing, fan speed control, fan failure high and low pressure switch monitoring, freeze detection, hot water limit thermistor sensing, condensate overflow sensing. auxiliary heat staging, lockout mode control, hot water and loop pump control, LED status and fault indicators, fault memory, field selectable options, and accessory output, The Lockout ENVISION Residential Series 2 -6 Tons 6OHz signal output shall have a pulsed option so that DDC systems can read specific lockout conditions from the control. An integrally mounted ComfortAlert compressor sensing module shall provide monitoring for open start, open run, locked rotor, welded contactor and short cycle conditions. A detachable terminal block with screw terminals will be provided for field control wiring. Ail units shall have knockouts for entrance of low and line voltage wiring. The fan motor and control box shall be harness plug wired for easy removal. Piping Supply and return water connections (and optional hot water generator connections) shall be 1 in. [25.4 mm] FPT brass swivel fittings, which provide a union and eliminate the need for pipe wrenches and sealants when making field connections. All water piping shall be insulated to prevent condensation at low liquid temperatures, on the vertical units, the condensate connection shall be a 3/4 in. (19.1 mm] PVC socket with internally- trapped hose that can be routed to front or side locations. Hanger Kit (field - installed horizontal units only) The hanger kit shall consist of galvanized steel brackets, bolts, lock washers, and isolators and shall be designed to fasten to the unit bottom panel for suspension from 3/8- inch threaded rods. Units sizes 022 -072 shall include six brackets. Options and Accessories Cupronickel Heat Exchanger An optional cupronickel water -to- refrigerant heat exchanger shall be provided. Hot Water Generator An optional ThermaShield coated heat reclaiming hot water generator coil of vented double -wall copper construction suitable for potable water shall be provided. The coil and hot water circulating pump shall be factory mounted inside the unit with integral electronic high limit temperature monitoring and external on /off switch. PSC Fan Motor An optional 3 -speed PSC fan motor is available on all single speed models. Wate,Fwnace works con0nualty to ,mprove its products. AS a result. the desyn end speo1Mtrons of each pruduet at the bnle of order mdy 0e changed without notice, Please contact Water-Furnace at 1-886- 929 -2637 for latest design an 19901000ons. purchaser's approval of th,s data Set s,9ni,eS that the eouicment n acceptable under the ptov:SlonS 01 the lab apetdtcetion. Statements and other lnlormalion contacted heron are not express wanant,es and do not form the baps o` any barna. between the parties. but are merely WaterFurnace's obevon or commendation of its proouel5. The latest version of this document is available at www.waterfurnace.cam, SD1000AN 12/09 46 Page of From: Contractor:. P,0 ' Engineer' Project Name: Unit Tag' Engineering Guide Specifications cont. Thermostat (field - installed) A multi -stage auto - changeover electronic digital thermostat shall be provided. The thermostat shall offer three heating and two cooling stages with precise temperature control. An OFF - HEAT -AUTO- COOL -EMERG system switch, OFF -AUTO fan switch, and indicating LEDs shall be provided. The thermostat shall display in °F or °C. Electronic Air Cleaner (field- installed) A 1 in. [25 mm) electronic air cleaner, cleanable 97% efficiency at 0.3 microns and larger, shall be provided in lieu of the standard throwaway filter. The initial pressure drop across the filter shall not exceed 0.2 in. w.g. at 300 fpm force velocity. Electrostatic Air Cleaner (field- installed) A 1 in. [25 mm] electrostatic air cleaner, cleanable 90% efficiency, shall be provided in lieu of the standard throwaway filter. The initial pressure drop across the filter shall not exceed 0.15 in. w.g. at 300 fpm force velocity. AlpinePure 411 -Rack 4" Pleated Filter Accessory A 4 in. [102 mm] thick MERV 11 filter and filter rack shall be provided in lieu of the standard filter and rack. AlpinePure MERV 13 Filter A 2 in. [50 mm] thick MERV 13 filter shall be provided in lieu of the standard filter and fits the factory filter rack. The fitter maintains MERV 13 rating in full ASHRAE 52.2 independent testing as required for LEED" certification. Helps fulfill a full credit under the LEED rating system. 03/07/2011 10:24 #882 P.067/067 ENVISION Residential Series 2 -6 Tons 60Hz IntelliStartm IntelliStart is a single phase soft starter which reduces the normal start current (LRA) by 60 -70 %. This allows the heat pump to more easily go "off grid." Using IntelliStart will also provide a substantial reduction in light flicker, reduce start- up noise, and improve the compressor's start behavior. IntelliStart is available as a factory option or field retrofit kit for all EnvisionTM units. Earth Loop Flow Center (field - Installed) A self- contained module shall provide all liquid flow, fill and connection requirements for ground source closed loop systems up to 20 GPM. The pumps shall be wired to a power block located in the nearest unit. The heat pump units shall contain low voltage pump slaving control so that two units may share one flow center. Auxiliary Heater (field - installed) An electric resistance heater shall provide supplemental and /or emergency heating capability. Vertical units shall have the control box and resistance heater coil assembly mounted internally. For horizontal units, the control box shall be mounted internally while the resistance heater coil assembly shall be mounted externally. A low voltage plug shall be provided in each unit for quick auxiliary heat connection. The heater shall operate in sequenced stages as controlled by the unit's microprocessor. The heater shall feed line voltage power to the unit fan and transformer to provide emergency heat capability in the event of an open compressor circuit breaker. WaterFarnace works contnuaky to improve its produCtS. As result, the design end specifications of each pros act at the Irene 01 order may be changed without notice. Please contect Wate.Fumace at t$BS- 929.2837 for Idlest design anO speui heabon3. Purchaser'S approval di this data Set signifies that the equipments acceptable under the pfov-si0n5 of the lob specihcal'on. Statements and other information Contained herein are not exdref1, warranties and d0 not form the hails or any bargain between the parties, but are merely WaterFurnac! s opinion or cemmendabon °l ds products. The Wiest vetsicn of this document is available at www.waterlurnace.com. SD1000AN 12/09 47 Page of Dianne Otto From: Sent: To: Subject: I concur with George. Joe Wilson Thursday, February 24, 2011 George Reese; Dianne Otto RE: geothermal From: George Reese Sent: Thursday, February 24, 2011 7:52 AM To: Dianne Otto Cc: Joe Wilson Subject: RE: geothermal 7:59 AM rte.' It eactri Co 4-r ✓�4- S u L rr.: 4 -Pa. 4-o r t-e$ :5 - - l�`�► p n (oval 10.2. ".4. Dianne he should have a permit from the State EPD to be able to drill into the aquifer, and we need a copy of such. George Reese From: Dianne Otto Sent: Wednesday, February 23, 2011 4:42 PM To: Joe Wilson; George Reese Cc: Diane Schleicher Subject: geothermal George and Joe, - En- -a z) 2(04- -7 z?4 I have received a permit application for 2 open loop geothermal systems to be installed at 16 Oceanview Court. The contractor called earlier and asked if Tybee allows 4 -inch drillings and he talked about the water being withdrawn from the aquifer but then being replaced. Do either of you know about these type of systems? What additional information should I request? Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 2 -Zt4-II -1-0 'n;4e. EPa + DNR 1 5 -3--0 aloft. 4..e014 1iJ :41clra_ b� aP P I � ` 'x,77 ; i �, , y � `` `� j CITY OF TYBEE ISLAND ‘ \ +' BUSINESS LICENSE APPLICATION �'x!?Ebo�ra Date New Renewal License Alcohol Entertainment FEES # License Y or App. Y of N Business Name Tyr/ r, /G/x/ A.34.,, , t( 4 so c, ki ''-- Location 30 Meelc(rJ,i-v)e Mailing Address p , , n,�x • 34 6., 7) . •e 41 z 1e,, j G A . 3/ 3 z. Phone ;,�,6 . r�-Sia/ Email //� 1 f ��'"�� L� � 44,//5.;, J4 �-r /� Federal ID # � G t,� ✓I ©1 � too? v Sales Tax ID,__ .Q 9 0/ _ NAICS Code Business Type (circle one) : Sole Proprietor Partnership Corporation LLC on -Profs Other: Names and Home Addresses of Owners, Partners or Corporate Officers Names Home Address City, State, Zip Title 4cfMes 0 he/ , G. '1 •332-- 73 cr s= r al 6,0- rrd.Z=o,.-7 1 ; P t " 4,,61- - A- 'et)'.'U ;. f A - 9 P c % , 2 7 c e / (- c i te 7 e ' 'T -/ i-,,6, S ei C r: ,,,^ p- cr, -t. � S` j°-'^ (,-rr li.0-v YES or NO ` / In City Council Approval Required Describe the business you would like to license: kz "c% Has this business or anyone connected with this business been cited or charged with any violation of Georgia Law, Federal Law, Local Ordinance, or any Rule or Regulation of the State Revenue Commissioner or any Rule or Regulation of the City or County within the past 12 months? ( curie one) YES or NO (If YES, include details) Will your business require signage off premise? Afb advertising - off premise (billboards) 32 sq ft (4 x 8) $50 192 sq ft (12 x 16) $100 128 sq ft (8x16) $75 288 sq ft (12 x 24) $125 Any business that requires state licensing must present state license when applying. It is the applicant's responsibility to ensure zoning conformance. If there is a question as to whether the location is zoned correctly please contact the City Marshal at 912 - 786 -4573 x 104. See the reverse side for further instructions and schedule of regulatory fees. Application for alcohol license requires a separate form and approval. Application for live entertainment requires annual review and ai royal. Applicant Signature Name Received by Date /2 /2o i1 Date S'2 -11 ROUTING APPROVAL BY DATE FEES City Manager / Administrator REQUIRED 1000 Occupational Tax 125.00 Zoning Approval REQUIRED 9999 Administration Fee 10.00 Health Dept Certificate Required YES or NO Signage Fire Inspector Certificate Required YES or NO Insurance Policy Required for YES or NO Police Chief Recommendation Required YES or NO City Council Approval Required YES or NO TOTAL DUE WITH APPLICATION 13 5-. Reason for denial: 403 Butler Avenue, P.O. Box 2749, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 FAX (912) 786 -9539 www.cityoftybee.orq MAYOR Jason Buelterman CITY COUNCIL Shirley Sessions, Mayor Pro Tem Wanda D. Doyle Bill Garbett Frank Schuman, Sr. Kathryn Williams Paul Wolff CITY OF TYBEE ISLAND City Council Agenda Item Request Agenda Item Requests must be submitted to the Clerk of Council by 10• scheduled Council meeting. If this form is received after the deadline, scheduled agenda. 6m the Friday prior to the the item will be li,ted on the next CITY MANAGER Diane Schleicher CLERK OF COUNCIL Vivian Woods CITY ATTORNEY Edward M. Hughes Council Meeting Date for Request: 05- `5 Item: ?r, vltt'1'e PQfkiltq Lo 4- App 1; -io Explanation: ►0 2 P� S t aJ , d t-t , s k r; cL S D 4. Z0 n - -I NE Budget Line Item Number (if ap s licable): Paper Work: ✓ Att hed* A�' eady Distributed To : e Handed O t at Counei ; ' eeting (by Requester) Audis ideo Presen /Uledd ;r- Ivry Thirtee i opies for pa kets must be provided with request. Audio/vide s resentati n must be submitted the IT department at City Hall at least 48 ho prior t the meeting. NOTE: Request wi I s e postponed if n cessary information is not provided. Submitted by: ianrt 0- 4 o Phone / Email: x 13 (o / 4 o a-% o @ G ry a'4 y bee .0 r3 plan prop uses 120 Spa.ce5 Comments: Date given to Clerk of Council �5 -O2 -( 1 P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftvbee.org Updated: 1/05/2010 P6/k1 Co 'I' fuj4 r\kt.i fc ff-i)ts t Affidavit Verifying Status for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50 -36 -1, I am stating the following with respect to my application of a City of Tybee Island: • Business License or Occupational Tax Certificate, • Alcohol License, • Taxi Permit, • Contract (circle all that apply) • Other public benefit G,, lo for 1 y4,e, 1-4 )cr?/ Rik), r. cecx'. fi41/C (printed name of natural person applying on behalf of indivjdual, business, corporation, partnership, or other private entity). 1) I am a United States citizen. OR 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non - immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16 -10 -20 of the Official Code of Georgia. SUBSCRIBED AND SWORN BEFORE ME ON THIS THE Z DAY OF Ma , 200 Notary Public My Commission Expires: o�• (4. i Z,o14 ..//7/1/12 Signature of of Applicant Date l 6 /X-ii . 6 CG i°ylFi°j1 Printed Name * Alien Registration Number for Non - citizens r' •::9 , Chatham County, Uri ruty commission Expires November 6, 2014 Note: O.C.G.A. sc 50- 36- 1(e)(2) requires that aliens under the federal Immigration and Nationality Act, Title 8 U.S.C., as amended, provide their alien registration number. Because legal permanent residents are included in the federal definition of "alien", legal permanent residents must also provide their alien registration number. Qualified aliens that do not have an alien registration number may supply another identing number below: Dianne Otto From: Cullen Chambers [tybeelh ©bellsouth.net] Sent: Monday, May 02, 2011 7:52 PM To: Dianne Otto Cc: Sarah Jones; Kluttz Jim Subject: Re: private parking lot - Tybee Island Historical Society Diane, When the City of Tybee Island is prepared to pay to have our parking lot paved with marked parking spaces we will provide the prescribed parking spaces the city requires. Our lot which has served our visitors quite well for over 25 years is dirt and gravel.Providing the exact measurements you indicate is impossible with its current condition. Do you require those precise measurements for all dirt - gravel lots? This started with our trying to assist the city with its parking issues for the sand sculpture event. We can not provide free parking when it means that our paying visitors may not be able to find parking during their visit. The City can deal with it on its own. We will not charge for parking for our visitors and we will not provide parking for the sand sculpture event. Please let them know and why. Please feel free to destroy our application for a business permit and our check for $138.00 for same and remove us from the City Agenda.Sincerely Cullen From: Dianne Otto <Dotto(acityoftybee.org> To: Cullen Chambers <tybeeLH @bellsouth.net> Sent: Mon, May 2, 2011 4:28:36 PM Subject: FW: private parking lot - Tybee Island Historical Society Cullen, Attached is a site plan for the lighthouse grounds. Please use it to provide a more detailed plan. Parking spaces are required to be 9 -feet by 18 -feet. Designated compact size spaces at 8 -feet by 16 -feet may also be used. Let me know if you would prefer to come in and pickup a large size drawing to work with. This needs to be turned in very quickly since Council is suppose to consider the item on Thursday afternoon. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Diane Schleicher Sent: Monday, May 02, 2011 4:08 PM To: Dianne Otto Cc: Chantel Morton Subject: RE: private parking lot - Tybee Island Historical Society Importance: High Dianne, Sarah needs to draw out the dimensions of the parking spaces on the plan like the city required that last two applications. Please give them a call and tell them to provide a more detailed plan. Thanks, Diane Schleicher City Manager City of Tybee Island 403 Butler Ave PO Box 2749 mailto:dsch cityoftybee.orq http://www.cityoftybee.orq/ 1 Hand us on Facebiaok Citizen Alert ►ratification Sop Up • Tybee Island, GA 31328 Phone: 912 - 786 -4573 x109 Fax: 912- 786 -9465 From: Dianne Otto Sent: Monday, May 02, 2011 3:36 PM To: Jan LeViner Cc: Diane Schleicher Subject: private parking lot - Tybee Island Historical Society Jan, FOLLOW US ON Attached is an application for a private parking lot at 30 Meddin Drive. Diane Schleicher approved this being put on the agenda for the City Council meeting on Thursday, May 5, 2011, at 3:30 pm. Please let me know if you have any questions. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: oceprinter anoce.com fmaiito:oceprinter(a�oce.coml Sent: Monday, May 02, 2011 4:22 PM To: Dianne Otto Subject: Scan from Economic Development This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 2 By Jason Buelterman Mayor of Tybee Island Congratulations to the organizers of both the Irish Heritage celebration and the Mardi Gras event. Both went extremely well and not only helped give a much - needed boost to our businesses but were a lot of fun for our residents. Many thanks for all who came out to the meeting regarding the bridges on Highway 80 in early March. It seems evident from the input received at this meeting and the first meeting held a few months ago on this topic that many Tybee residents from all sides of our local political spectrum have coalesced around the following scenario: add a new bridge adjacent to both the Lazaretto Creek and Bull River Bridges that will allow for four lanes, emergency lanes and pedestrian and bike lanes. This is consistent with the existing State Department of Transportation plans for the widening of Highway 80 which include keeping the existing Bridges such that there are 2 eastbound and 2 westbound lanes for both bridges. The most significant safety hazard presently is the narrowness of the current bridges and the lack of emergency lanes in the event of traffic back- ups or an accident. We have an opportunity to obtain funds for these bridges in the near term if we can come together as an Island and unite behind such a plan. As for the causeway, we will continue to work to widen it and make safety improvements for the long term such that the existing causeway can be widened. But the reality is that funds are limited. Bridge projects tend to have a higher priority and therefore more funding opportunities. For the short term, we also are working on improving safety for the turn off area into Fort Pulaski /Cockspur Island as well as providing for adequate parking and safe ingress/ egress for the McQueen's Island Rails -to- Trails. We have been working on these proposed solutions for a few years now but need your help. The body that makes decisions on funding projects locally is an organization called the COASTAL REGION METROPOLITAN PLANNING ORGANIZATION or CORE MPO Board of Directors. The body consist of all the Chatham County mayors, the County Commission Chairman, and representatives from other local stakeholders (the Georgia Ports Authority, Hunter Army Airfield and others). The Board meets next on April 27th at 10:00 am and again on June 22nd at 10 am. Meetings are held at the MPO Board room downtown at 112 East State Street. Come to the meetings and speak up about the need for funds to make access to Tybee safer for Tybee residents, local day- trippers and tourists. The time has come to make this happen and to prioritize Highway 80 to Tybee. For too long we have been told that the project was never funded due to lack of support on Tybee. That is ridiculous. First off, the entirety of this portion of Highway 80 falls outside of Tybee's city limits. It is part of unincorporated Chatham 20 4, ✓ybee ✓? Z«.ze ANY SIZE Jos CALL BILLY REISE 912 - 897 -0834 ie REPAIR.S CARPENTRY WORK — REMODELING ROOM ADDITIONS — FENCE & DECKS — WOOD ROT RESCREEN PORCHES — STORM DAMAGE REPAIRS ALL TYPES OF WOODWORK — R.ENTAL MAINTENANCE DEPENDABLE ISLAND RESIDENT — GA LICENSED & INSURED G.C. County. Secondly, this is a safety issue first and foremost and ought to have higher priority than other projects which are intended to make commutes shorter. Safety trumps convenience and the CORE MPO Board needs to hear that from Tybee residents. If you can't get to the meetings, call or write Chatham County Commission Chairman Pete Liakakis. He is the CORE MPO Board Chair. He can be reached at either PeteLiakakis @chathamcounty.org or 233 -2876. Tell him to support making Highway 80 safer and to prioritize this project. He'll know what you are talking about because he hears it from me all the time. I have a newspaper clipping in my office at City Hall of the young man who died a few years ago with his grandmother in a horrible crash on the Bull River Bridge. We cannot continue to let things like that happen. Not only did two people lose their lives, but traffic was completely stopped in both directions on the Bull River Bridge for several hours. There was a busload df Tybee kids who couldn't get back to Tybee. Kids were separated from parents. Thankfully, the Principal of Coastal Middle School kept good care of them until the Bridge was opened up again and they could get back home. Furthermore, had someone been injured or suffered serious health problems at that time on Tybee, the helicopter would have been the only way of getting them to the hospital. And the helicopter cannot always make it out here due to weather, availability or maintenance issues. We have been making this argument in letters, presentations, public comments and informal conversations with decision - makers for the last few years but we need YOUR support so that this Board knows that Tybee stands together on this and so there is no excuse NOT to make this happen...Not 20 years down the road but NOW. Feel free to contact me if you have any thoughts on this important subject. Many thanks to everyone who helped ensure that our Charter School application was submitted in a timely and complete manner. Special thanks to Carolyn Jurick and Cindy Cupp for their tireless work on this important project. This project continues to move forward but there is still much work left to do. Mayor's Night In will be on April 12 from 7 to 9 PM. Please contact Vivian Woods at 786.4573 ext 103 for an appointment. As always, feel free to contact me at 844.8427 or at buelterman @hotmail.com if you ever have a question or concern. And as always, feel free to contact one on my cell 844.8427 or e-mail bueltenman @hotmail.com if you ever have any questions, concerns or suggestions. NO ONE COVERS TVBEE LIKE THE BREEZE t4` DEPARTMENT OF NATURAL RESOURCES GEORGIA COASTAL RESOURCES DIVISION MARK WILLIAMS COMMISSIONER APR 20 2011 Ms. Patti Smith Savannah Beach and Racquet Club PO Box 51 Tybee Island, Georgia 31328 IIRMUIPR S., APR 2 2011 i BY: . A.G. "SPUD' WOODWARD DIRECTOR RE: Shore Protection Act Permit #402, Savannah Beach and Racquet Club Condominiums Association Inc., Bay Street, Tybee Island, Atlantic Ocean, Chatham County, Georgia Dear Ms. Smith: The Shore Protection Committee considered and approved permit # 402 referenced above on April 15, 2011 under the Shore Protection Act O.C.G.A. 12 -5 -230 et. seq. The permit placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. You may begin construction 30 days following permit issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Permitted Project Description: The project consists of trimming or removing vegetation in select areas within the dunes just seaward of the existing Savannah Beach and Racquet Club Condominiums. Standard and special conditions apply to this permit. Permit and Construction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department no later than 15 days prior to the start of project construction to obtain a separate construction placard. DNR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. Post Construction Requirements: Compliance Certification and File Maintenance Also enclosed is a Certification of Compliance that must be submitted to us within 30 days following completion of the permitted activity. Department staff will assess compliance and provide you with a written verification of project completion and compliance. This letter and attachments are to be held by you for your files and for inspection by any authorized persons. The expiration date for the permit is five (5) years from the date of ONE CONSERVATION WAY BRUNSWICK, GEORGIA 31520-8686 912.264.7218 1 FAX 912.262.3143 I WWW.CoASTALGADNR.oRG Savannah Beach and Racquet Club Condominiums Association Inc. Page 2 APR 202011 issuance. However, no construction may commence within the area of jurisdiction of the Act until the expiration of thirty (30) days following the date of issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Conveyance of Ownership Interest: If you as the permit holder sell, lease, rent, or otherwise convey the land or any portion of the land for which the permit was issued, you must notify the Department within 30 days of this transfer or conveyance. The permit shall continue in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The Department will transfer the permit to the new owner with all of the original terms and conditions. We ask that you carefully read through this document and attachments and comply with the terms and conditions of this permit. Feel free to contact me if you need clarification of any of these conditions or for assistance with this project. Sincerely, Brad Gane Chief Ecological Services Section Enclosures: SPA Permit # 402 and Permit Conditions, Compliance Certificate cc with approved permit drawings: City of Tybee Planning and Zoning -0 GEORGL& N COASTAL RESOURCES DIVISION MARK WILLIAMS A.G.'SPUD' WOODWARD COMMISSIONER DIRECTOR Shore Protection Committee Permit #402 Final Conditions April 15, 2011 Savannah Beach and Racquet Club Condominiums Association, Inc. 1217 Bay Street, Bay Ward Tybee Island, Chatham County, Georgia Project Description: The project consists of trimming or removing vegetation in select areas within the dunes just seaward of the existing Savannah Beach and Racquet Club Condominiums. Standard and special conditions apply to this permit. SHORE PROTECTION ACT O.C.G.A. § 12 -5 -230 STANDARD PERMIT CONDITIONS 1. The project must comply, as applicable, for areas permitted herein, with all other Federal, State, and local statutes, ordinances, and regulations, and the applicant must obtain all licenses and permits prior to commencement of construction. 2. This permit does not resolve actual or potential disputes regarding ownership of or rights in or over the property upon which the subject project is proposed, and shall not be construed as recognizing or denying any such rights or interests. 3. All plans, documents, and materials contained in this permit application, required by the Shore Protection Act O.C.G.A. 12 -5 -230 et. seq. are a part of this permit and conformance to such plans, documents, and materials are a condition of this permit. No change or deviation from these plans, documents, and materials shall be permitted without prior notification and approval by the Depaitnient or Committee. 4. No further encroachment or construction shall take place within State jurisdiction, except as permitted by the Shore Protection Committee. Any modification of the plans or structure in the jurisdictional area must be reviewed and approved by the Department prior to construction. 5. A construction placard will be required to be obtained from the Department up to 30 days prior to the start of project construction and must be posted at the site. This placard will include certain steps in the construction of the permitted project that must be approved by the Department prior to construction. 6. The exact location and configuration of this project must be reviewed onsite and approved by Department staff immediately prior to beginning construction. Minor changes to the location may be allowed or required in areas that have eroded or accreted subsequent to the original jurisdictional determination. 7. No construction materials may be disposed of in the jurisdictional area of the Shore Protection Act. ONE CONSERVATION WAY BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 FAX 912.262.3143 1 WWW.COAsTALGADNR.oRG Savannah Beach and Racquet Club Condominiums Association, Inc. - SPA #402 Page 2 8. Any incidental impacts associated with the construction of this project must be rectified by restoring areas to their pre - construction topographic and vegetative states. 9. The public shall maintain rights of ingress and egress on the foreshore beach area seaward of the ordinary high water mark. 10. If the permitted improvements are damaged, fall into disrepair, become dilapidated, are not meeting their expected usefulness, or are not maintained at a serviceable level, then it is the responsibility of the owner to remove the improvements. A new permit will be required to retain and repair the structure, improvement or asset if it loses its structural integrity and is no longer serviceable. 11. The Shore Protection Committee is not bound in the future to protect any asset or improvements authorized by the permit. 12. The permit must be posted onsite within twenty -four (24) hours of beginning construction. 13. A copy of the above conditions must be supplied to the person in charge of construction. SPECIAL CONDITIONS: 1. The permittee must follow the Scrub -Shrub Trimming Guidelines for Areas Within Georgia Shore Protection Act Jurisdiction. 2. The permittee must make all attempts to trap feral cats in a humane manner and remove the cats from the area. 3. Native understory ground cover in the project area must not be impacted. 4. All Cortaderia selloana (pampas grass) and Triacica sebifera (Chinese Tallow) in the project area must be removed, as they are an undesired invasive species. 5. To limit impacts to the sand sharing system, the vegetation must be cut by hand and the debris must be removed from the dune system. No heavy machinery is allowed in the dune area. 6. Trimming may only occur between November 1 and March 31. To maximize results it is recommended that localized application of herbicide be applied in February or March after the plants have come out of winter dormancy. 7. To protect marine turtle hatchlings, placement and use of exterior lighting must be consistent with the Department of Natural Resources' Wildlife Resources Divisions sea turtle nesting guidelines as well as the lighting ordinance of the City of Tybee. 8. Access to the beach will be via an existing dune crosswalk. No new beach access is permitted. Georgia Shore Protection Committee PERMIT Issued Pursuant to 0.C.G.A. 12 -5 -230 To: Savannah Beach and Racquet Club Condominiums Association Inc. For: The project consists of trimming or removing vegetation in select areas within the dunes just seaward of the existing Savannah Beach and Racquet Club Condominiums. Standard and special conditions apply to this permit. Date: Expiration Date: Permit Number: Authorized By: April 15, 2011 April 15, 2016 402 C�,�GEORGIA COASTAL RESOURCES DIVISION For further information, please contact the DNR Coastal Resources Division at (912) 264 -7218 GEoRGIA NS COASTAL RESOURCES DIVISION MARK WILLIAMS A.G.'SPUD' WOODWARD COMMISSIONER DIRECTOR CERTIFICATION OF COMPLIANCE FOR THE CONSTRUCTION AND MAINTENANCE OF PROJECTS PERMITTED UNDER THE SHORE PROTECTION ACT PERMITTEE: Name: Savannah Beach and Racquet Club Condominiums Association, Inc. Address: PO Box 51 City or Town: Tybee Island, Georgia Waterway or Island: Tybee Island County: Chatham Permit Number: SPA # 402 Within 30 days of completion of the activity authorized by this permit, sign this certification and return it to the Habitat Management Program of the Ecological Section at the address listed below. Please note that your permitted activity is subject to compliance inspections by DNR representatives before and after completion of the project. If you fail to comply with the permit terms and conditions it may be subject to suspension, modification, or revocation. Permittee Statement: "I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit." Signature of Permittee: Date: ONE CONSERVATION WAY 1 BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 1 FAX 912.262.3143 1 WWW.COASTALGADNR.ORG Scrub -Shrub Trimming Guidelines for Areas Within Georgia Shore Protection Act Jurisdiction Table of Contents • [Scrub -Shrub Trimming Guidelines for Areas Within Georgia Shore Protection Act . urisdicti_on ] Scrub - Shrub Trimming Guidelines for Areas Within Georgia Shore Protection Act Jurisdiction The goal of this proposal is to summarize data from numerous sources and to propose guidelines for granting Georgia Department of Natural Resources Shore Protection Act Permits for vegetation trimming or landscaping within State Shore Jurisdiction areas. Though derived from the known habitat needs of the painted bunting, a species of concern in Georgia, these guidelines are intended to apply to all scrub -shrub habitats within Shore Protection Act jurisdiction. Successful management of habitat requires the protection of existing habitat. Breeding habitat loss is generally considered to be the greatest threat to the painted bunting species (Muehter 1998, Lowther et al. 1999). A major concern for Atlantic coast populations of painted buntings is the transformation of valuable wetland and scrub -shrub habitats into intensive residential development. This is especially well documented along the Atlantic coast. Current management practices can be modified or initiated to enhance the population of this declining species. The goal of this plan is to identify: • Habitat Management Goals specific to each site • Habitat Management Considerations to be identified for each site • Planning Tools to be utilized in Habitat Management Habitat Management Goals: Along the coast, natural beach dunes and scrub -shrub and grassy habitat are maintained by storms, salt spray, and drought. In developed areas near coastal marshes, habitat should be maintained as naturally as possible, with special attention paid to the grass to shrub ratio found so that it emulated the same ratio found in naturally occurring open savannah -like forests. Mowed lawns are not conducive to the painted bunting, and in critical habitat areas, should be discouraged. Wetlands, even those less than '/2 acre in size, should be protected as important feeding areas for nesting buntings and their young (Meyers 1999). Active management may enhance nesting habitat. The maintenance of scrub -shrub grasslands in transition areas such as beach dune habitats is critical. Areas that are vegetated primarily with waxed myrtle (Myrica cerifera), rattan vine (Berchemia scandens) as well as native muhly grass (Muhlenbergia filipes) provide for painted bunting and other bird species nesting and feeding habitat. Painted buntings use some areas if grasses and scrub -shrub habitat are allowed to cover the area for four to five years and have successfully produced young in this habitat in coastal Georgia (Meyers 1999). Habitat Management Considerations: Known breeding habitat for the eastern populations of painted bunting must maintain early to mid- successional vegetation, with an emphasis on retaining a mix of open and wooded or shrubby components. In the southeast, protecting beach scrub -shrub and coastal wetland habitats is important, not just for painted bunting habitat but for a wide variety of bird species known to utilize this habitat year round and is best accomplished by being left alone (Sykes 2004). Ideally, nesting habitat could be enhanced by using a template modeled after successful nesting habitat on other barrier islands such as Nanny Goat Beach, Sapelo Island. The template could be designed using aerial photographs of Nanny Goat Beach to roughly establish a ratio of grassland to scrub -shrub that is present in known nesting habitat. An overlay file:/// H1/... hrub% 20Trimming% o20Guidelines% 20for% 20Areas% 20Within% 20Georgia% 20Shore% 20Protection %20Act %20Jurisdiction.htm[4 /11/2011 1:41:41 PM] Scrub -Shrub Trimming Guidelines for Areas Within Georgia Shore Protection Act Jurisdiction would create habitat this approximately 50% grasses and 50% scrub - shrub. On developed barrier islands, a dense shrub perimeter no less than 25' along adjacent property lines would be maintained to afford protection to the emergent grassland habitat within the proposed cutting area. The objective would be to incorporate viewshed corridors for adjacent properties when identifying selected areas of Myrica cerifera to be removed. A proposal could include the selective removal of Myrica cerifera followed by monitoring for the natural succession of Muhlenbergia filipes, Berchemia scandens and Sageretia minutiflora. Additionally, the removal of known invasive species such as Chinese tallow (Sapium sebiferum) should be a mandatory component of any proposed vegetation plan. Additionally, in an effort to enhance the value of the habitat, feral cats should be trapped in a humane manner and be permanently removed from the area. Planning Tools: Using aerial photographs and detailed surveys of specific locations, templates could be designed to emulate known nesting habitat while considering viewshed corridors for adjacent property owners. The plan would emphasize cutting a pattern that simulated the heterogeneous clumps of shrubs as seen on Sapelo's Nannygoat beach. Long straight lines of shrubs would not be recommended, because predator search patterns focus on and easily follow this type of edge habitat. Clumps of heterogeneously spaced shrubs cannot be searched as easily by predators. A customized plan would identify specific stands of Myrica cerifera for removal through selective cutting and the minimal application of localized herbicide. Early March is the best time to maintain grassy areas. Mowing of grassy areas should be conducted no more frequently than every other year. Bibliography and References: Lanyon, S.M., and C.F. Thompson. 1986. Site fidelity and habitat quality as determinants of settlement pattern in male painted buntings. Condor 88:206 -210. Meyers, J.M. 1999. Effects of landscape changes on the Painted /Bunting populations in the southeastern United States from 1966 -1996 (progress report). US Geological Survey, Biological Resources Division, Reston, VA. Meyers, J.M. 2004. Personal conversations. Meyers, J.M., D.H. White, and C.B. Kepler. 1999. Habitat selection, productivity and survival of scrub -shrub neotropical migratory birds in the southeastern United States (progress report). US Geological Survey, Biological Resources Division, Reston, VA Muehter, V.R. 1998. WatchList Website, National Audubon Society, Version 97.12. Online. Available: http: / /cristel.nal.usda.gov. Nature Conservancy 2002, Species Management abstract for Painted Bunting; Online. Available: http://www.pwrc.us,5s.gov/pabu/h/weknow.html. Sauer, J.R., J.E. Hines, G. Gough, I. Thomas, And B.G. Peterjohn. 1997. The North American Breeding Bird Survey Results and Analysis. Version 96.3 Online. Patuxent Wildlife Research Center, Laurel, MD. Available: hhtp://www.mbr.nbs.gov/bbs/bbs.html. Sykes, P.W., Jr. 2003, 2004. Personal conversations. Sykes, P.W., Jr., and J.M. Meyers. 1999. Annual survival in the southeastern coastal breeding population of the Painted Bunting (progress report). US Geological Survey, Biological Resources Division, Reston, VA. URL—http://cristel.nal.usda.gov. Winn, B. 2002 -2004. Personal conversations. file:/// HI/... hrub% 20Trimming% 20Guidelines% 20for% 20Areas% 20Within% 20Georgia% 20Shore% 20Protection %20Act %20Jurisdiction.htm[4 /11/2011 1:41:41 PM] ��11 rn: GikI 'K'A'111L' 'S RO11i! A SNIP. pt I` .. W TCIi c!! " . _,,....,LIGHT OUS POINT BEACH CLUB N QREEZE " , 31'4 ip,+ t t ��Cla : -\ vLA��FSEAS PE t. i HOUSE ,r' fl 1 t" ALGER W i'Y " �� SAHO ''ice rY9 6E et' ' 2" THRUSHW000 AV }C tip .. 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O C `tY woo4cf, COLONY ....SAVANNAH BEACH NURSING NOM, ?��1 26 80 TrAHP w d.A. �� .n ALT D. } ��. S O+ IstANO,�� (�� PINES ova/rORS G c,:ti` te" TpIG��E��y COQ 4) E 1�%'EAOLES m; k,N \ " ' ��NEST��Q,hr cozy SLANG' 14 A pdnrY4 VI 1 It, CIFI OO POST+ ' i3BY \ l U T .7 OFFICE LN ,REEK k / / MEMORIAL r : PARK I" 1r d F i MP tq` 4__ oy t TENMS + s 1 o CCU gO' \ IIANNf CK cow3rs�� -t a 1 ��6 " -A t��tCw " " "q,: Ci��PJJ " �� GEN % �� q ;,ryl\ I YIe.��1NI�� t TYBI:ETOATHOUSES" n, I .,--{{YBEF" ��,fst9NaBRANCNI " t TYBEE FIRE OEPT1 Y EE ISLAND ii r CITY LL F ER 41 rFR TYBEE BLAND L" PANJSO \ MOCK oQx, fee' `��i$T MARLIN , _ ej MARINA 4 FYf i y�,1 FISH1.G 9, No 14 r 1 1 w eiN e��cN ��sr I $t TFR 44 SOUTH 1. EE MAW gT4aV7l RIME SCIEriCE CENTER ST TYBEE ISGANO COUNTY F+i`K VIG mpittuC.A16A NkVA0UTH SEA"OCEAN �� P IGAN, DINT rot PUOLIC! , I " r. C ..:,:: " :. BEACH cli Q) OTHER TYBEE ISLAND STREET: OCEANVIEW DR OCEANVIEW CT ESTILL AV NORTHSHORE OR LIGHTHOUSE LN HORSE PEN POINT DR HOSTI AV MARSH CREEK COVE CEIMNEYCREEI+AD, -_ A tlan tIcON DOCUMENTS Qthah SO.VO"IsalTh ba04.. 4t- a%L&e* " (tnr cipsiNN41" WIY uaylvar'\ VnG Y ON it ♦•r Imagery (:)(U Mar (; 1(r r;uc{tia I.,1 3.'.V225ii1 lan idU U 8EitiO cloy 3 (t Sco....vitim "Not P4A4t.a. X [N 0 ih° rrc� v o r‘r Eye alt 1 1 1 i 11 DECISION DOCUMENTS GEORGIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION MARK WILLIAMS COMMISSIONER A.G.'SPUD' WOODWARD DIRECTOR Final Agenda Joint Meeting of the Coastal Marshlands and Shore Protection Committees Friday, April 15, 2011 9:30 am John W. Stevens Wetlands Education Center J.F. Gregory Park, 600 Cedar Street City of Richmond Hill, Georgia I. Call to Order II. Old Business: Approval of February 3, 2011 Meeting Minutes III. Action Items: Shore Protection Act Applications: 1. Savannah Beach and Racquet Club Condominiums Association Inc., Dune Vegetation Trimming, Tybee Island, Atlantic Ocean, Chatham County 2. Trust of Richard L. Clements, III and Suzanne S. Clements, Patio, Pool and Landscaping, St. Simons Island, Glynn County 3. Thomas F. and Alison Booth Halloran, Two -story Residence, Pool, Pool Deck, and Landscaping, Sea Island, Glynn County Coastal Marshlands Protection Application: 4. Coastal Marine Construction, Corp., Dredging , Savannah River, Hutchinson Island, Chatham County 5. El Paso Southern Liquid Natural Gas Inc. (SLNG), Modify a Dredge Spoil Site, Fill and Create Tidal Ditches, Elba Island, Savannah River, Chatham County 6. John B. Demere, Change of Use and Modification of an Existing Dock, Turner Creek, Chatham County 7. Bull River Bluff Properties, LLC, Community Marina, Bull River Bluff Condominiums, Wilmington Island, Bull River, Chatham County IV. Other Business V. Adjourn Anyone requiring additional information or disability assistance please call Wylie Goodloe at (912) 264 -7218. ONE CONSERVATION WAY BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 FAX 912.262.3143 WWW.CoASTALGADNR.oRG Cons .\GEORGIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION Joint Meeting of The Marshlands and Shore Prot:ec trion Comm Friday, April 15, 2011 John W Stevens Wetlands EducattIon Center J.F. Gregory City Park 600 Cedar Street City of Richmond Hill, Georgia tees Fart tigeechee 0geechee Golf Club -Ford Plardation One Conservation Way Brunswick, Georgia 31520 912.264.72181 fax 912.262.3143 1 WWW.COASTALGADNR.ORG I GEORGIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION MARK WILLIAMS A.G.'SPUD' WOODWARD COMMISSIONER DI RECTOR Tentative Agenda Joint Meeting of the Coastal Marshlands and Shore Protection Committees Friday, April 15, 2011 9:30 am R 1MFVE John W. Stevens Wetlands Education Center �5 J.F. Gregory Park, 600 Cedar Street MAR 2 8 20 1; City of Richmond Hill, Georgia I. Call to Order II. Old Business: Approval of February 3, 2011 Meeting Minutes III. Action Items: Shore Protection Act Applications: 1. Savannah Beach and Racquet Club Condominiums Association Inc., Dune Vegetation Trimming, Tybee Island, Atlantic Ocean, Chatham County 2. Trust of Richard L. Clements, III and Suzanne S. Clements, Patio, Pool and Landscaping, St. Simons Island, Glynn County Coastal Marshlands Protection Application: 3. Coastal Marine Construction, Corp., Dredging , Savannah River, Hutchinson Island, Chatham County 4. El Paso Southern Liquid Natural Gas Inc. (SLNG), Modify a Dredge Spoil Site, Fill and Create Tidal Ditches, Elba Island, Savannah River, Chatham County 5. John B. Demere, Change of Use and Modification of an Existing Dock, Turner Creek, Chatham County 6. Bull River Bluff Properties, LLC, Community Marina, Bull River Bluff Condominiums, Wilmington Island, Bull River, Chatham County IV. Other Business V. Adjourn Anyone requiring additional information or disability assistance please call Wylie Goodloe at (912) 264 -7218. ONE CONSERVATION WAY 1 BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 ( FAX 912.262.3143 + WWW.COASTALGADNR.ORG pCCo isth MailirS_ i GENORGIA COASTAL RESOURCES DIVISION Joint Meeting of The ands and Shore Protection Commit Friday, April 15, 2011 ees John W. Stevens Weir -ands dnnation Center J.F. Gregory City Park 600 Cedar Street City of Richmond Hill, Georgia Ogeechee &n>€ Club -Fon.1 Plantation One Conservation Way 1 Brunswick, Georgia 31520 912.264.72181 fax 912.262.3143 1 WWW.COASTALGADNR.ORG GEORGIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION o l303IIp` JANO37 -11 BY: ................... MARK WILLIAMS A.G.'SPUD' WOODWARD COMMISSIONER DIRECTOR Public Notice December 31, 2010 Savannah Beach and Racquet Club Condominiums Association Inc. Dune Vegetation Trimming Tybee Island, Atlantic Ocean, Chatham County, Georgia This serves as notification from the Shore Protection Committee (SPC) and the Georgia Department of Natural Resources of a request from Savannah Beach and Racquet Club Condominium Association Inc. for a Shore Protection Act Permit under O.C.G.A. 12 -5 -230 et, seq. to trim dune vegetation seaward of Savannah Beach and Racquet Condominiums, Tybee Island, Chatham County, Georgia. On September 16, 2005, SPC #349 authorized trimming and removal of vegetation in the select areas within the dunes directly in front of Savannah Beach and Racquet Condominiums. The permit expired September 16, 2010. As permitted select areas were trimmed several times during the life of the permit. Since the last trimming event, the vegetation has grown to heights that block the view from first and second story units. The current proposal includes trimming the dune vegetation in the same select areas directly in front of Savannah Beach and Racquet Condominiums. The new proposal also includes continuous maintenance trimming of these areas. The proposed plan designates view corridors to be opened up by removing large shrubs including Myrica cerifera (wax myrtle) and trimming palm fronds. There is non- native Cortaderia selloana (pampas grass) growing in the dunes. The proposal includes removal of all pampas grass. All Triacica sebifera (Chinese Tallows) will also be removed as they are an undesired invasive species. The vegetation will be ONE CONSERVATION WAY I BRUNSWICK, GEORGIA 31520 -8686 912.264.7218 FAX 912.262.3143 ( WWW.COASTALGADN R.ORG cut to ground level and a minimal application of herbicide will be applied. Native under -story ground cover will not be impacted. To limit impacts to the sand sharing system the applicant proposes that the vegetation be cut by hand and the debris be removed from the dune system. No heavy machinery will be allowed in the dune area. It is the responsibility of the applicant to demonstrate that the project is not contrary to the public interest and that no feasible alternative sites exist. In passing upon the application for permit, the permit issuing authority shall consider the public interest which for purposes of this part shall be deemed to be the following considerations: (1) Whether or not unreasonably harmful, increased alteration of the dynamic dune field or submerged lands, or function of the sand - sharing system will be created; (2) Whether or not the granting of a permit and the completion of the applicant's proposal will unreasonably interfere with the conservation of marine life, wildlife, or other resources; and (3) Whether or not the granting of a permit and the completion of the applicant's proposal will unreasonably interfere with reasonable access by and recreational use and enjoyment of public properties impacted by the project. A detailed public notice with drawings has been distributed and is available by visiting the Division's website: http: / /crd.dnr.state.ga.us/ under "Permits and Public Notices" or by calling Ann Thran (912) 617 -6310. Please provide this office with substantive, site - specific comments as to why the proposed work should or should not proceed. Comments and questions concerning this proposed project should be submitted in writing by the close of business on January 31, 2011, to Ann Thran, Department of Natural Resources, 185 Richard Davis Drive, Suite 104, Richmond Hill, Georgia 31324. vDnfiQ- A nun ✓AMA, SLIP i1M!rsEVr ^ ^ —; SHIP % LIGHT yx' 4V TCH �s,E�P�,BREEZ m LA_ -E• SEAS �S.• )5 TYBEE �`i•o pGWC500 .p.E --OINT tor; ^�•�� !SLANG '•., p�... 1 ! } �' A'PLOR � ►py� ,1,10 / OUa POINT BEACH CLUB l-ALGER AV APE la` THOUSE ZTHRUSHWOOD AV [y O, XNG O- ROBINSON ST 4- VETERANS DR 5- WAXWOOO AV 71. RUN .c S-( POL CE •t s GE-17\1 � H DE �htaR H BEACH & Z RIVERS ENO ".1 HISTORIC �7 S ( EE ISLAND MUSEUM) `I �G� 'CAMPGROUND ;9i,. 'O / �) �Y(VORTH BEACH iiRCOUETgi' OSy A�1 _ r t ; CLUBm'' GOM C(VEOAKIN r ?q F' LI EWOOOOR .� ) SQ- _. _.� .. a �...�... c,O L7 ;m�,. PAIAIWOOD DR / to N.CIl.r REH ERSQ" 7;- r— . • . —tn i p �A�JRAL +1 -N d G�ii s� r gD OFF! ERS ROW VAN A .® 9G� :U) },l//STOR BEEF NO LIGHTHOUSE O -� b` X- SCREVEN TYB TE ESA TONlNHO r •,* r OIPAL1AW000 cT : �� / 1 G�6 `2'�"�;. `pi Ot` k SAVANNAH BEACH NURSING NOM. .0c) fiJ t$1. ® �� ZiBEA Gql / PAA 1 lE$TN/000 C .I rri�b�1a�- �'Z3 o OCEAN VIE.N ,u) ,� LL 2a, �¢ ' RlFrw000jr SEASIDE a �vv ..r B DPQ.,,0,V 0, 615,t) %.2;\ /p SAM6ALW00 • T ,';POINT W Si` MHP y ya 0 00 zr 1YeEE �.�PNES v i? .- fir' ,,,.„./....,,{.<,,„ ('BREEZY N ;lTY -_. O 4°6-9Q IP . JAYC !w1' �tnOCEANSIDEAV 1. IN• `` Jp R�.O \9U ��f ` ∎mtMNE REEK rJ PARK h!A VILLAS APTS. / '6' J y,9 ''.Cqy lOpCcEANSIDtIURSING CENTER �.t9o��bB -SEAN EW CONODS to: oO\kFSr • 21S. 1 rl-T RiREAT APTS. EFI LEA O Ii 'EAGCES .0 SlAEN4l., s Cif r I F OFFICE LN MEMORIAL 1 � ($FI { .p'l d F MP CO: �. � a?! COUAFS �`�i Q' V \y 6 sr— ) ' ) ?Gti. ti7 c g TYBEE TOViHOUSESof'B1 QQf f T RAE `6TH 5r al5E 1 ' 'NI' CO 1 2 ,1 C`TYBEE,.ramioBRANCHL VI �C HOLICErt. CHOOL 0 i�; COMMERCE Y"6E!It I5LAN0 At. BEE. SLAND S FPT7ysr MARLINS P•� (`Tf� q- S'l'I -s• Q. car -7-41 q CU' • q' MARINAS/ -fj cCe sr w:�> tiff LEOp.. Sr W,5 RIVER . S' -.`'1 T, BoAT� IA fAM ,d 'S/. ''1 FISHI G > PIER . < D i 'Little iaGu lock �If N T Tybee SOUTH 4(. BEACH BEE ISLAND'? R(NE SCIENCE CENTER mTYBEE 1SGAN0 COUNTY .—IRA V11.104•4 FISHI NG•FISR OTHER TYBEE ISLAND STREET: OCEANVIEW OR OCEANVIEW CT ESTILL AV NORTHSHORE DR LIGHTHOUSE LN HORSE PEN POINT OR HOSTI AV MARSH CREEK COVE CUIMNEY CHEEK RD__ t%EAo. /SOUTH SEA OCEAN 214V tH ' 'ia STPELICAN,k�OINT T'ER PUBLIC BEACH L„_PUBCIC Qi 56 BEACH 4t jpiAP 4tiantic Oceani siSeack\ Ract LoyNah>ssmci.yrs ?■ \ •;•,rF'!`7171•'i): t L ENDR1x Fire Protection Safety • Battery Depot chris@hendrixfireprotection.com SERVICE ADDRESS: remittance: P. O. Box 2348 Statesboro, Georgia 30459 (912) 489-2200 (912) 236-0928 1- 800 - 638 -0071 Fax: (912) 489 -6281 / 489 -6121 7 //) //- = ' L PAY BY THIS INVOICE DUE UPON RECEIPT PURCHASE 01.,./ER NO. INVOICE # N° 37554 I- BILL TO ADDRESS: MasterE VISA SERVICE REP. SERVICE DATE CUSTOMER PHONE # A / P CONTACT CUSTOMER FAX # Art 01.0, . T r` /" // $ /' g2_,....- C SERVICES PRICE AMOUNT $ 20.00 CHECK # . TOTAL AMOUNT DUE /2- 2-0 0AV /,2J 5'7 e3e $V5-0 / VISA INVOICES ARE SUBJECT TO A MAXIMUM SERVICE CHARGE OF $ / 72e5v- c"/A.)&v.-6-- Ai( eaie .524.,‘ /7--e/ - A i-V/Af5i2g-//,42-#:,-)s-1 $ 6 A. ----CI, AMERX Please Sign Here Acknowledgment of Terms and Charges $ $ $ $ ired, L.A. - / 4 . /1 1 $ $ $ $ $ $ $ $ $ $ CHARGE ACCOUNT FOR THIS TRANSACTION UNLESS OTHERWISE INDICATED IN THE PAYMENT RECEIVED SECTION IN EVENT OF DEFAULT, HENDRIX SHALL BE ENTITLED TO RECOVER COST OF COLLECTION, INCLUDING REASONABLE ATTORNEY FEES. HENDRIX RESERVES THE RIGHT TO RECLAIM ALL EQUIPMENT IN WHICH THIS INVOICE PERTAINS TO IF NOT SATISFIED IN FULL. PAY BY THIS INVOICE COMMENTS: PRODUCT CHARGE /` ' ! / i � Art 01.0, . TAX $ /' g2_,....- C HAZMAT $ 20.00 CHECK # . TOTAL AMOUNT DUE $ X � . VISA INVOICES ARE SUBJECT TO A MAXIMUM SERVICE CHARGE OF M.C. PI e P mt Name Here X 22 %ANDA MINIMUM CHARGE OF $5.00 ON ANY UNPAID BALANCES THAT ARE NOT PAID WITHIN 30 AMERX Please Sign Here Acknowledgment of Terms and Charges DAYS. CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION Address of Property 5— F z AvEntaF Owner's Name C `rY °P. •(BEY 15 cam Applicant's Name "gv ez ‘S r KD .M P4,z.46,19 i PV t,.,z• Owner's Address o 3ex ,;774/? Applicant's Address 70. Eox .2g$ Owner's Telephone t? i 2 _ 786,- 4/6-73 Applicant's Telephone CR 12) 7 8 - SS/ 8 REQUIREMENTS FOR TREE REMOVAL • Must maintain a density of 3 trees per 4,500 square feet. All trees with a 6" diameter at 4.5 feet above ground count toward the density count. • Significant trees may be removed only under certain circumstances and must be replaced inch - for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. (See reverse side for definition.) • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the Tree Ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. proposed replacement trees. (If replacement is proposed for with the same information notated.) more at 4.5 feet above ground, all existing improvements, ✓ Mark all trees proposed for removal. Mark the planting location, size and species for all another parcel of land, a plot plan of that parcel is required EXPLAIN NEED TO REMOVE TREE(S) l zees 'Ice_ pis E, dF i ,4 S :FF_±'( h42A D .-Dea o (' yt t a x r 64, ^i 7b The . .erd -,c , •of – / /4Y • 4LoN4 %NE �N77P,t.vc� r0 1-11E- e7,4 le 4 . I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. I unders nd . ree Removal Permit Application may require 5 days to process. Owner or Applicant Signature �jj/ Date ' 0/l Owner or Applicant Printed Name %.t%oDq EM Pia,�e City Official Date Mitigation Required? fYES fNO Tee Permit Fee Palms Up TOTAL ❑ APPROVED ►'i DENIED MITIGATION PLAN &? 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LITTLE '`" •wl TYREE 2 Ave. 1 ISLAND �/ Riverfront Plaza E Preside St TWICE ISLAND N 0 onositoc DeRenne Ave ethorpe Mall 2 Dr Maps Not To Scale All Rights Reserved © 1---z;`-'6P4i,. /. 2rsrf . • 4360 Peters Rd. • Ft. Lauderdale, FL 33317 • (954) 583 -3900 • 0053480304 • Kevin K. \ Butler Ave. EARN WHILE YOU TRAVEL!1 • You have in your hand THE BEST brochure and guide for RV Resorts, Fairgrounds, Marinas, Colleges and Hotels in the industry today! • We pay THE BEST commissions! • We provide THE BEST on the job training for a sufficient period of time to ensure success! You enjoy THE BEST lifestyle traveling the area of your choice in your RV! Have Fun & Make Money! NO SALES EXPERIENCE NECESSARY lecaiio444245f uac. CALL O! c =: • it - 00 -832 -3292 www.sepub.com 1 Edward C. Crawford M.D. EDICAL CENTER • IR slang Dentistry 912-786-94: DARREN A. OWENS, D.D.S. 912- 786 -8389 .1114 Sometimes we do no realize the economic impact RV'ers have on the local economy. When patronizing these local merchants or using services in this area, PLEASE let them know you are staying at River's End Campground & R.V. Park. Thank You! r Your Name Deserves THE BES Thousands of Custom - Imprinted Items to Promote Your Business! Pens • Pencils • Key Tags • T- Shirts • Mugs • Calendars Bumper Stickers • Decals • Matches • Many More! CALL TODAY FOR YOUR FREE CATALOG `Snueeieuax .a,oecen ee: l- $00 -b'32 -329, 1 Street Legal Free Parking Electric Car Rentals 912- 786 -8282 Tybee Island YMCA / Recreation We build strong kids, strong families, strong communities. How to Stay in Shape During Your Stay Visit Tybee's Only Fitness Center & Gym Daily and 5-Day guest passes are available. Please call 786 -9622 or come by the front desk in the Tybee Gym for complete information. We are located at 204 5th Street in Memorial Park. Hours: Mon.-Thurs. 5:30 AM -9 :00 PM • Fri. 5:30 AM -8:30 PM Sat. 8:00 AM -6:00 PM • Sun. 1:00 PM - 5 :00 PM East Coast & Victory Car Care We Sell Service Wilmington Island Victory Dr. L 912 - 898 -4500 912 - 354 -8453 "Dome of Blue Crabs, each Music and Beer" Lunch • Dinner • Full Bar Patio & Indoor Dining Fried & Steamed Seafood (912) 786 -0209 WELCOME TO RIVER'S END CAMPGROUND & R.V. PARK Welcome to Tybee! Our tiny island offers visitors a place for all seasons with sandy beaches, great fishing and rich history at every turn. We invite you to make River's End your home base for exploring it all. Whether you're retired and living in your RV full time or a young family with your first pop up, our goal is to make your stay a pleasant one. We are just 3 short blocks to the beach and an easy 15 mile drive to historic downtown Savannah. FACILITIES • Swimming Pool • Bath House • Cable TV Available • LP Gas • Ice • Fishing & Shrimping (Within Walking Distance) • Groceries • Game Room • Laundromat • Dump Station • Small Meeting Room w /Kitchen • Pavilion CHURCHES Tybee Island 1-11 1 Chapel By The Sea Baptist Church 786 -4647 All Saints Episcopal 786 -5845 St. Michael's Catholic Church 786 -4505 Trinity Chapel United Methodist Church 786-4491 Wilmington Island Islands Assembly of God 897 -3351 Lutheran Church of the Redeemer 897 -1 131 Whitemarsh Island Christian Church 897 -3604 Wilmington Island Presbyterian Church 897 -1840 Wilmington Island Baptist Church 897 -2142 LIMITED PREFERRED 2 WSAV -NBC 18 ABC Family 3 T/ Guide Channel -NEW! 19 Trinity Broadcasting Network 4 WJCL-ABC 20 Comcast Sports 6 WTOC -CBS Southeast jCSSI -NEW! 7 Local Channel 21 8 WJWJ -PBS 22 9 WVAN -PBS 23 10 WTGS -FOX 24 11 QVC -NEW! 25 12 PAX TV -NEW! 26 13 WGSA -UPN 27 14 WGN 28 15 The WB -NEW! 29 16 Educational Access -NEW! 30 17 Inspiration Network 31 Fox Sports Net ESPN ESPN2 Travel Channel The Weather Channel C -SPAN C -SPAN2 CNBC MSNBC CNN CNN Headline News TV CHANNELS 32 Fox News 34 Country Music Television -NEW! 35 Great American Country -NEW! 36 VH -1 37 MTV 38 Black Entertainment Television -NEW! 39 Comedy Central -NEW! 40 SCI -FI 41 USA 42 TNT 43 FX -NEW! 44 style. 45 Bravo 46 A &E 61 Product Information 47 Turner South Network -NEW! 48 WE 62 Univision -NEW! 49 Food Network -NEW! 63 Home Shopping Network 50 Lifetime 64 Spike TV 51 HGTV 65 The Learning Channel 52 El Entertainment 66 Discovey Health 53 TV ONE -NEW! 67 History Channel 54 TV Land -NEW! 69 TBS 55 Animal Planet 72 Hallmark -NEW! 56 Eternal World Network -NEW! 73 Golf Channel 57 Gameshow Network 74 SPEED Channel 58 Nickelodeon 75 Outdoor Life 59 Disney Channel 76 Discovery Channel 60 Cartoon Network 77 American Movie Classics CAMPING GUIDELINES At River's End Campground, we try to provide our guests with a quiet family- oriented camping experience. 7o ensure everyone's security and enjoyment of our facilities, we ask that you read and observe the following rules. Parking - Strictly enforced. No vehicles on the campground without a pass displayed from the mirror. Extra passes are available from the office. Please use the Entrance to enter and the Exit to leave. Campfires - Open campfires are allowed only in designated fire sites (Georgia code). Fires in other sites must be in an off- the - ground container and approved by Management. Please, no grilling on picnic tables. Bicycles - No fast or reckless riding. No riding around the bathhouse area or sidewalk. No wheel skidding. Please note that GA LAW requires all riders under age 16 wear a helmet. Alcohol/Food - Food and alcohol at campsites only; not allowed at pool and bathhouse. Pool - No food or glass around pool. Registered guests only. No solo swimming. Swim at your own risk. No lifeguard on duty. If you have children, you are responsible for their safety in and around the pool. Please note POOL RULES posted at the pool for additional rules. POOL CLOSES AT 10 PM. After hours swimming is not permitted and will result in expulsion from the property without refund - no exceptions. Music/Noise - Music and noise must be kept to an appropriate level for your enjoyment. Please be considerate. Bathhouse - Please clean up after yourself. No food, drinking or smoking in the bathhouse. Do not wash pets or dishes in the bathhouse. See Bulletin Board for Complete List of Rules Garbage - Please do not leave garbage at your site. Take it to the dumpster and leave your site as you found it. Waste Water - Local codes prohibit waste dumping on the ground. Collect all waste and use our dump station. We are monitored by Local Officials. Sewer Connections - All sewer hook -ups require a donut, or other positive seal at the point of connection. You can purchase one at the Campground Store. Laundry - Washers and dryers are here for your use. No clothesline on the trees; if you use one, please tie to your own equipment. Speed Limit - Drive at a WALK speed and watch for children. Pets - Your pets are welcome. Please keep them on a leash and clean up after them. Do not leave them unattended at your site. No pets allowed on beach/City Ordinance, or in tent sites. Quiet Time - 10 PM nightly. Failure to observe may result in expulsion. NO REFUNDS - DON'T ASK. NO EXCEPTIONS. No Washing/Detailing of RV's. 12 EE U > W co Y uJ U) u) °= w a- ° 0 Z J I- F Z Eti a g U u IL C O a000®® I❑� DUMP STATION E -MAIL MODEM ❑1 0 H 0) 0 „ebb LAS ? St bLL 1E1.1. ZLL AWAILUMII Blue Heron DriOfr ve LLL a J cc CLOSEST R.V. PARK TO HISTORIC SAVANNAH All Rights Reserved © 3 Blocks to the Atlantic Ocean co co N O ( o 00 O. M O I , '5 V • co co co a> 0 m to. v 11 C0 O T 0 r *17171. +3171. -►ZbL +1.171. *0171. 0 L 0. 0. 0 to In m cA 601 CD E 0 �FQ co 0 N -4- goeeig JeAw o; s. (3019 oM1 lea.i s )110d w so >-z "WHERE THE RIVER MEETS THE SEA" CITY OF TYBEE ISLAND TREE REMOVAL PERMIT APPLICATION Address of Property ) d 01 MA j e s y/ V e., Owner's Name 77 Dpi S A c73t5 _% Ctv1 Applicant's Name Owner's Address f gi ,3 t, Ne s- 4 �/ Applicant's Address Owner's Telephone 7,, , , Applicant's Telephone REQUIREMENTS FOR TREE REMOVAL • Must maintain a density of 3 trees per 4,500 square feet. All trees with a 6" diameter at 4.5 feet above ground count toward the density count. • Significant trees may be removed only under certain circumstances and must be replaced inch - for -inch in like species with minimum 2 -inch diameter trees or be otherwise mitigated. (See reverse side for definition.) • By accepting the Tree Removal Permit, the property owner and the applicant agree to comply with all requirements of the Tree Ordinance including mitigation requirements, planting specifications and tree survival requirements. APPLICATION Scaled plot plan showing location, size and species REQUIREMENTS of all trees on the lot which have a diameter of 6 inches or all proposed improvements, and property setbacks. proposed replacement trees. (If replacement is proposed for with the same information notated.) more at 4.5 feet above ground, all existing improvements, Mark all trees proposed for removal. Mark the planting location, size and species for all another parcel of land, a plot plan of that parcel is required EXPLAIN NEED TO REMOVE TREE(S) d., 4-r e e-- Y•■•c{ rci 2.1 — (m o k s V A-. 6 alPad . I have reviewed the Tybee Island Land Development Code, Article 7, Tree Removal Regulations, and hereby agree to comply with the provisions thereof. I ,nderstand a Tree moval :-rmit Application may require 5 days to process. Owner or Applicant Signature �� 74 (f / Date 0 4- (0..... . t 1 Owner or Applicant Printed Name City Official Date Permit Fee Palms Up TOTAL [APPROVED /❑ DENIED Mitigation Required? YES NO MITIGATION PLAN 6 iv-LI 1.-d- /„.)6: CITY OF TYBEE ISLAND BUSINESS LICENSE APPLICATION QSic. at) .(o..J_ Date New Renewal License # Alcohol License Y or Entertainment App. Y N Business Name &IS, 5K4 742 S c'f Location 2 Y 77el>2.- :5-,4 46/,�, Mailing Address S./lvi -rsc .. Phone 9/Z- Y,',0 '/ 9,C O Email /4/4s74SA-R.Si ld All ° rev'? Federal ID # 5—CS-9,, Sales Tax ID �NAICS Code Business Type (circle one) : le Proprietor __Partnership Corporation LLC Non -Profit Other: Zoning Approval REQUIRED Names and Home Addresses of Owners, Partners or Corporate Officers Names Home Address City, State, Zip Title , /' 5er-k s',7-4 (I/ J I177 C Avre ` -- = 7yz7/E ..-- .1 / 12 fl ,,,,,,,rc'2 YES or NO Insurance Policy Required for YES or NO Police Chief Recommendation Required YES or NO Describe the business you would like to license: Sk4 r, - S/V0/. Has this business or anyone connected with this business been cited or charged with any violation of Georgia Law, Federal Law, Local Ordinance, or a Rule or Regulation of the State Revenue Commissioner or any Rule or Regulation of the City or County within the past 12 months? (circle one) YES (If YES, include details) Will your business require signage off premise? ing – off premise (bill 32 sq ft (4 x 8) $ 1 --tr .. ft (12 x 16) $100 128 s. : . 75 288 sq ft - 125 ... Any business that requires state licensing must present state license when applying. It is the applicant's responsibility to ensure zoning conformance. If there is a question as to whether the location is zoned correctly please contact the City Marshal at 912 - 786 -4573 x 104. See the reverse side for further instructions and schedule of regulatory fees. Application for alcohol license requires a separate form and approval. Application for live entertainment requires annual review and approval. Applicant Signature Printed Name ,4 7'✓ Received by Date / i Date 3-9-o ROUTING APPROVAL BY DATE FEES City Manager / Administrator REQUIRED 1000 Occupational Tax 125.00 Zoning Approval REQUIRED 9999 Administration Fee 10.00 Health Dept Certificate Required YES or NO Signage Fire Inspector Certificate Required YES or NO Insurance Policy Required for YES or NO Police Chief Recommendation Required YES or NO City Council Approval Required YES or NO TOTAL DUE WITH APPLICATION l'.3 , Reason for denial: —� 403 Butler Avenue, P.O. Box 2749, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 FAX (912) 786 -9539 www.citvoftybee.orq Affidavit Verifying Status for City Public Benefit Application By executing this affidavit under oath, as an applicant for a City of Tybee Island, Georgia, Business License or Occupation Tax Certificate, Alcohol License, Taxi Permit, Contract, or other public benefit as referenced in O.C.G.A. Section 50 -36 -1, I am stating the following with respect to my application of a City of Tybee Island: for ( • )Business License or Occupational Tax Certificate, • Alcohol License, (circle all that apply) • Taxi Permit, • Contract • Other public benefit \ Sn o -c5- a l (printed name of natural person applying on behalf of individual, business, corporation, partnership, or other private entity). 1) I am a United States citizen. OR 2) I am a legal permanent resident 18 years of age or older or I am an otherwise qualified alien or non - immigrant under the Federal Immigration and Nationality Act, 18 years of age or older and lawfully present in the United States. * In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit shall be guilty of a violation of Code Section 16 -10 -20 of the Official Code of Georgia. SUBSCRIBED AND SWORN BEFORE ME ON THIS THE ul DAY OF M 0j C.,1,-N , 20 Notary PubliccD DY.-0 '∎aQ. co' 201+ My Commission Expires: Date Printed Name * Alien Registration Number for Non - citizens DIANNE OTTO Notary Public, Chatham County, GA My Commission Expires November 6, 2014 Note: O. C. G.A. § 50- 36- 1(e)(2) requires that aliens under the federal Immigration and Nationality Act, Title 8 U.S.C., as amended, provide their alien registration number. Because legal permanent residents are included in the federal definition of "alien ", legal permanent residents must also provide their alien registration number. Qualified aliens that do not have an alien registration number may supply another identing number below: CHATHAM COUNTY DEPARTMENT OF BUILDING SAFETY & REGULATORY SE ACE_ FIRE SAFET Y DISPECTION DIVISION 70±-11-F- CITY OF T1 EE ISLAND 7.1-7EAR OF A PPR 0 VED MS; 'PR OVED You are hereby notified that this is, an Official Order of the County Fire Marshall, stating the defects found to exiA in the referenced sttucture, and further requiring that you, as ova-ier, agent or person in charge of Etructure, shall haw days to complete specified repairs or improvements. Business Phone a Wgb /19.4 Omer Occupant Load i1cUii e of Facility ddresf.; zd.) (5k4f,g6-1-taez Occupancy: business Personal Care HL_ 1. Number ofExit Doors Asem 2. Blocked Locked 3. Exit Sign sL3ood 4. Emerpency Lights Good 5. Panic Hardwwe Good 6. Self-Closing Device Good 7. Fire Alarm Yes 8, SmokelHeat Detector YeF., 9. Sprinkler Sysif-v=1 Yes 10. Stmidpipe Yes 11. Num ber of Fie Extinguisher.; spe cte d/Ch arged Yes 12. Fixed Hood System Yes 13. Date of Last Service 14. -9ectrical Good 15. Overloaded Sockets/Ntlets 16. Missing Electrical Covers 17. Other (explain) Storage Factory OK Unsatisfactory Unsatisfactory Unsatisfactory Unsatisfactory No No No Educational Residential NA NA -NA NA Day Care Hazardous 101:-SEC 101-E Er '5 10 SE r 5 r C-4 :Cre'r NA N.F.Pil 72 NArd NA AT.FPA 13 NA "?.„7 412 i Proper Type? 117PA No NA krFP.A 10 No NA 1WPA 96- (REQUIRED EVERY 6 MONT.:. =-IS) Fair Unsatisfactory NTFFA Yes No NF PA 70 Yes No 1JF72,21 1 8. Excessive Storage of Combustibles List Details No NEPA ?Ci The E4 gn at lir e be ow of Owner, Occupant, Agent, signifies inspection was made. Own eriOccupantlA 17ent Signature Chatham County Fire Marshall Li: C.,'1,F4drihiii-Tb-e in.tre,:ckvc CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT • Location: 1 0 CA ADDRESS PIN # (Check all that apply) ❑ Repair ❑ Residential ❑ Renovation ❑ Single Family ❑ Minor Addition ❑ Duplex ❑ Substantial Addition ❑ Multi- Family ❑ Other Commercial of Project: ❑ Footprint Changes ❑ Discovery ❑ Demolition Estimated Cost of Construction: $ S o� Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter apps (4) Masonry (5) Steel & Masc cerY.o,�� l vc 2- WCAL s: sus r1;'eGcv 3 5 &r ATTACH A COPY OF THE CERTI' ED EVAT following information based on the con tion drat # Units Lot Area # Off - street parking spaces Trees located & listed on site p Access: Driveway (ft.) With culvert? Setbacks: Front Rear # edroo ' s wing spac (tot # Stories eight Vertical distan grade of the buildi ► g to the extreme high point of the units, ventilation ucts, air conditioning units, elevatc red V 6 -(f / 2:20 w` k'f r /e� s kec,.) - (•scirs Dv-I- 1..416 41.4. CIo; nIC `a, b 44-1 : r b r0s-� 1:.•..._•- �16 -E 0`-, 2__ 0 Owner Architect or Engineer ---> Building Contractor (Check all that apply) ❑ Repair ❑ Residential ❑ Renovation ❑ Single Family ❑ Minor Addition ❑ Duplex ❑ Substantial Addition ❑ Multi- Family ❑ Other Commercial of Project: ❑ Footprint Changes ❑ Discovery ❑ Demolition Estimated Cost of Construction: $ S o� Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: (Enter apps (4) Masonry (5) Steel & Masc cerY.o,�� l vc 2- WCAL s: sus r1;'eGcv 3 5 &r ATTACH A COPY OF THE CERTI' ED EVAT following information based on the con tion drat # Units Lot Area # Off - street parking spaces Trees located & listed on site p Access: Driveway (ft.) With culvert? Setbacks: Front Rear # edroo ' s wing spac (tot # Stories eight Vertical distan grade of the buildi ► g to the extreme high point of the units, ventilation ucts, air conditioning units, elevatc red V 6 -(f / 2:20 w` k'f r /e� s kec,.) - (•scirs Dv-I- 1..416 41.4. CIo; nIC During construction: On -site restroom facilities will be provided through --- - -- On -site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date:k r a r ` Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/varianc Street address and number: ; w fisting Is it in compliance with City m. 8? If not, has street name and /or nu , ber been reported to M FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Zoning Administr. or Code Enforcem t Officer Water /Sewer Storm /Drain.:e Inspections City Manager Signature Date FEES Permit Inspections Water Tap Sewer Stub Aid to Const. TOTAL LEAD -BASED PAINT Adapted from http: / /www.epa.gov/ lead /pubs/renovation.htm. Please use that site to access the following information. Information for Property Owners of Rental Housing, Child- Occupied Facilities Property owners who renovate, repair, or prepare surfaces for painting in pre -1978 rental housing or space rented by child -care facilities must, before beginning work, provide tenants with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families Child Care Providers, and Schools. Owners of these rental properties must document compliance with this requirement. EPA's sample Pre-renovation disclosure form may be used for this purpose. After April 22, 2010, property owners who perform these projects in pre -1978 rental housing or space rented by child -care facilities must be certified and follow the lead -safe work practices required by EPA's Renovation, Repair and Remodeling rule. To become certified, property owners must submit an application for firm certification and fee payment to EPA. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Property owners who perform renovation, repairs, and painting jobs in rental property should also: • Take training to learn how to perform lead -safe work practices. • Learn the lead laws that apply regarding certification and lead -safe work practices beginning in April 2010. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeping checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements that took effect April 2010. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. Information for Homeowners Working at Home If you are a homeowner performing renovation, repair, or painting work in your own home, EPA's RRP rule does not cover your project. However, you have the ultimate responsibility for the safety of your family or children in your care. If you are living in a pre -1978 home and planning to do painting or repairs, please read a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Chi /d Care Providers, and Schools lead hazard information pamphlet. You may also want to call the National Lead Information Center at 1 -800- 424 -LEAD (5323) and ask for more information on how to work safely in a home with lead -based paint. Information for Tenants and Families of Children under Age 6 in Child Care Facilities and Schools As a tenant or a parent or guardian of children in a child care facility or school, you should know your rights when a renovation job is performed in your home, or in the child care facility or school that your child attends. • Before starting a renovation in residential buildings built before 1978, the contractor or property owner is required to have tenants sign a pre- renovation disclosure form, which indicates that the tenant received the Renovate Right lead hazard information pa mphlet. • Beginning in December 2008, the contractor must also make renovation information available to the parents or guardians of children under age six that attend child care facilities and schools, and to provide to owners and administrators of pre -1978 child care facilities and schools to be renovated a copy of EPA's Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools lead hazard information pamphlet. Information for Contractors As a contractor, you play an important role in helping to prevent lead exposure. Ordinary renovation and maintenance activities can create dust that contains lead. By following the lead -safe work practices, you can prevent lead hazards. Contractors who perform renovation, repairs, and painting jobs in pre -1978 housing and child- occupied facilities must, before beginning work, provide owners, tenants, and child -care facilities with a copy of EPA's lead hazard information pamphlet Renovate Right: Important Lead Hazard Information for Families, Child Care Providers, and Schools. Contractors must document compliance with this requirement. EPA's pre- renovation disclosure form may be used for this purpose. Understand that after April 22, 2010, federal law will require you to be certified and to use lead -safe work practices. To become certified, renovation contractors must submit an application and fee payment to EPA. See: Application for firm certification. The Agency has up to 90 days after receiving a complete request for certification to approve or disapprove the application. Contractors who perform renovation, repairs, and painting jobs should also: • Take training to learn how to perform lead -safe work practices. • Find a training provider that has been accredited by EPA to provide training for renovators under EPA's Renovation, Repair, and Painting (RRP) Program. Please note that if you previously completed an eligible renovation training course you may take the 4 -hour refresher course instead of the 8 -hour initial course from an accredited training provider to become a certified renovator. Click here for a list of eligible courses. • Provide a copy of your EPA or state lead training certificate to your client. • Tell your client what lead -safe methods you will use to perform the job. • Learn the lead laws that apply to you regarding certification and lead -safe work practices beginning in April 2010. • Ask your client to share the results of any previously conducted lead tests. • Provide your client with references from at least three recent jobs involving homes built before 1978. • Keep records to demonstrate that you and your workers have been trained in lead -safe work practices and that you followed lead - safe work practices on the job. To make recordkeeping easier, you may use the sample recordkeeDino checklist that EPA has developed to help contractors comply with the renovation recordkeeping requirements. • Read about how to comply with EPA's rule in the EPA Small Entity Compliance Guide to Renovate Right. • Read about how to use lead -safe work practices in EPA's Steps to Lead Safe Renovation, Repair and Painting. -Mc,r c 1, 2 1- 1 Signature Date Printed Name F YOU'RE NOT EAD-SAFECERTIFIED, ISTURBING 'JUST SIX SQUARE FEET COULD COST YOU BIG TIME. Permit Acknowledgement of Asbestos /Environmental Notification to Georgia EPD for Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Undersigned 16_ vm Printed Name \ cw-- Date Office Use Only: Project Address: Permit Number: tis soa.."d /01-7 x,w. Cv' f Ot_101-7 ibt,b•P rtYvYT:7 lit 5 -0)8 b -ZT7'b yYlnia ,Ain. Iva 'Vol if , , ,• , N, n j \sD\80 --gt,ares•& ,;,1g dicniiir.rn-foorni—Pvi\I tis soa.."d /01-7 x,w. Cv' f ZC' (k-kko,c.4 ka SA6 ce -te,Ot 0uer\NA tAcAce_k akroy. tD.GQ4(1-6 6 ex s'ta�e Lel0JCs 71/4,74,..t„,„14. ." rnileAliig% tofoly 1S1&N `Elow� SIL'EWAUL 3:54 --L CHATHAM COUNTY P.O. BOX 8161 SAVANNAH, GEORGIA 31412 COASTAL ENVIRONMENTAL ANALYSIS LLC JOSEPH R. RICHARDSON PH.D COASTAL ENVIRONMENTAL ANALYSIS LLC 4 DORSET CT SAVANNAH, GA 314100000 Rcsr Ql,,, nn d, O R G p LICENSE NO: CLASSIFICATION: MISC. BUSINESS SERVICES CHATHAM COUNTY P.O. BOX 8161 SAVANNAH, GEORGIA 31412 BUSINESS TAX CERTIFICATE 2011 11 -15443 S.I.C. CODE: 561499 EXPIRES: 31 Dec 2011 ENVIRONMENTAL CONSULTING & TESTING COASTAL ENVIRONMENTAL ANALYSIS LLC LOCATION: 4 DORSET COURT JOSEPH R. RICHARDSON PH.D COASTAL ENVIRONMENTAL ANALYSIS LLC 4 DORSET CT SAVANNAH, GA 314100000 THIS CERTIFICATE MUST BE DISPLAYED PROMINENTLY IN THE BUSINESS O 2 rY' FEB 242011 Dianne Otto From: Joe Richardson [joe @ceasurf.com] Sent: Tuesday, March 29, 2011 3:40 PM To: Dianne Otto Subject: RE: business license Dianne, Thanks. Yes, I have a business license for Chatham County. I will bring it and a copy out to City Hall this afternoon. Hopefully I'll get there shortly after 4pm. Thanks. Joe Richardson Joseph P. Richardson, Ph.D., Professor Emeritus of Marine Sciences TYBEE BEACH ECOLOGY TRIPS http : / /ceasurf.com /beachtrips.aspx Beach Ecology Trips Facebook updates: http: / /www.facebook.com /paqes /Tybee- Beach- Ecology- T ri ps/ 124893 714206623 Coastal Environmental Analysis, LLC; http: / /ceasurf.com From: Dotto@cityoftybee.org To: ioe(aceasurf.com Date: Tue, 29 Mar 2011 11:46:57 -0400 Subject: business license Dear Dr. Richardson, It has been brought to our attention that you operate a beach excursion business. If the business is licensed by Chatham County or elsewhere, please provide a copy of that business license. Otherwise, attached is a City of Tybee Island business license application. Please complete and submit pages 1 and 3 of the application within 15 days of this notice. The fee for this type of business would be $135 and the license would expire on December 31, 2011. I am available at (912) 786 -4573, extension 136, if you have any questions. Sincerely, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e -mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 1 (..' BeachTrips - Windows Internet Explorer provided by City of T be Island r �!' httr.,Uceasurf.comih 8c;tti :ry. !' Elle Enit View Favorites Loots 1p Favorites I - i city of Tybee 41 https-- emaPs.obg- BeachTrips x ElMunkode.com I o... X Joe Richards Munioode.o im o... SAGS Weloome ICI SunTru t - Enterpr... wt Weathe Ro r Data... coastal Environmental Analysis, LLC pecializcng in biological, chemical and ecological studies of the coastal region ?Vomit CEA C+• t i?ucibohf Rsterd f opKix Contxt CCA sign P?iWot Tybee island Beach Ecology Trips - Led by marine scientist/biologist, Dr. Joe Richardson Make your beach trip more than just a trip to the beach. Make it a valuable experience discovering and lean about animals and habitats of Georgia's beaches and barrier Islands. Discover Tybee's Natural Marine Treasures. For updates and photos of what we are finding, check out the "Tybee Beach Ecology Trips" FACEBOOK page: http: / /www-facr B$ h- color y- Trios . 2 - 4893714206623 are stilt some good dates and tones between now and mid -- summer. but contact me soar"— hit already booking many may, scout whoa( and tour group bips tar the next flew moths. phalli!: (912) 596-53 Adult and school groups from South Carolina, Georgia and Florida regularly ask' Or. Joe" to lead their Tybee island and barrier Island beach 1 to Tybee more than Just a day at the beach, Spend some time exploring with a marine biologist. Contact ©r. Joe: joegtceasurf.Com to set up a trip. Some dates are better than others due to tides, so plan ahead x DISCOVER THE DIVERSITY OF MARINE LIFE ON TYBEE ISLAND 2 0i 3 4.\4_ Sam tp (01 41 C\'‘)Pt 0 t3. 5 Dt", 5 " 1 INSPECTOR 4/0.. PERMIT LEGAL NOTICE C Y OF TYBEE ISLAND WHEREAS, VIOLATIONS OF THE CODE OF THE CITY OF TYBEE ISLAND HAVE BEEN FOUND, NOTICE IS HEREBY GIVEN IN ACCORDANCE WITH THE ABOVE CODE THAT ALL PERSONS CEASE, DESIST FROM AND STOP WORK AT ONCE ON ANY CONSTRUCTION, ALTERATION, REPAIR, O FURTHER USE OF THESE PREMISES KNOWN AS UNTIL THE VIOLATION HAS BEEN CORRECTED AND APPROVED BY THE CITY OF TYBEE ISLAND. ALL PERSONS ACTING CONTRARY TO THIS NOTICE OR REMOVING OR MUTILATING IT ARE LIABLE TO SUMMAR ARREST UNLESS SUCH ACTION IS AUTHORIZED BY THE CITY OF TYBEE ISLAND. DATE ), PHONE Jonathan Lynn From: Rhoganjr7l [rhoganjr7l @aol.com] Sent: Thursday, February 03, 2011 3:55 PM To: Jonathan Lynn Subject: Accusation and Subpoena CRN 2011 -01 -0170 Jonathan -- Per our conversation today, I am sending you this notice that I am not in the business of offering or selling legal services on Tybee Island. If in the future I should decide to change my status and open up a law practice, I will promptly notify you and purchase the necessary business license. Regards -- Eric Hogan 1 Dianne Otto From: Dianne Otto Sent: Thursday, December 23, 2010 3:17 PM To: Jonathan Lynn Subject: FW: businesses Attachments: Eric Hogan.pdf Jonathan, The attached unlicensed business remains unresolved. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Dianne Otto Sent: Wednesday, October 27, 2010 4:41 PM To: Jonathan Lynn Subject: businesses Jonathan, These are the last two for today. Hogan was notified in August, 2009. Stiles was notified earlier this month. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 Dianne Otto From: Dianne Otto Sent: Wednesday, October 27, 2010 4:41 PM To: Jonathan Lynn Subject: businesses Attachments: Eric Hogan.pdf; Dor = .df Jonathan, I. , These are the last two for today. Hogan was notified in August, 2009. Si' s was notified earlier this month. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 MAYOR Jason Buelterman CITY COUNCIL Wanda Doyle, Mayor Pro Tem Charlie R. Brewer Barry Brown Eddie Crone Dick Smith Paul Wolff August 11, 2009 Mr. Eric Hogan P.O. Box 1550 Tybee Island, GA 31328 Dear Mr. Hogan: CITY OF TYBEE ISLAND CITY MANAGER Diane Schleicher CITY CLERK Vivian Woods CITY ATTORNEY Edward M. Hughes The City of Tybee Island requires all businesses within its city limits to obtain a Business License. It has come to our attention that your business does not currently have a Business License. To correct this situation, please remit the enclosed application and the appropriate fees. I am available at (912) 786 -4573, extension 136, if you have any questions. Sincerely, Dianne Otto Zoning Specialist Enc: Business License Application P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftybee.org rncil meeting, Councilman wer made a motion to add the 2010 operating budget road study, seconded by it the motion failed with )lff and Doyle voting to motion was seconded by Tem Wanda Doyle. The vote )us. nan Charlie Brewer made a reduce city council meeting re $300; reduce city manager's iget by $350 and the Volunteer 1 luncheon budget by $2,000. was seconded by Doyle, with a vote. her budget - cutting initiation, a motion to change city clerk's position back to part -time. onded, and the motion was . But the council expanded a )PW position from part- to full- ,uncil defeated a motion by yep a request by the fire depart - protection bay in the budget. onded the motion for discus - failed, with Wolff, Brewer and osing it, and only Brown and h voting in favor. Doyle then )tion to approve a $6,000 alter - ection cover, seconded by Wolff. :il voted in favor of this idea, s Shaping Up lease. • The council approved request for a fire department detail as needed and the waiv- er of city fees for the detail and the appli- cation fees for New Year's Eve fireworks, sponsored by the Tybee Island Tourism Council. • The council approved requests by the Tybee Island Tourism Council, organizers of Mardi Gras Tybee in February 2010, for parade route street closures, a proposed staging area along Solomon and a parade route starting at 2nd Avenue to end on Strand Avenue. The city will also close the South End parking lot between Tybrisa and 100 South during Feb. 12 -14, beginning at noon. The group asked that all parking lot fees, DPW services ($700 requested by the department), the application fee of $100 and other fees /charges associated with this production be waived. Paul Wolff made a motion to cap all fees at $800 on city serv- ices, seconded by Doyle, with a unanimous vote. Flags will be hung along Butler, Tybrisa and Strand. mission to use the North Beach t on Oct. 10 from 1:30 p.m. -3 aging the parade. w addition to the parade this year ition of a horse -drawn carriage, aired special permission. group sought to waive city park- s when needed; $2,300 in DPW nd the event application fee of other fees /charges associated with fiction. iounced plans to hang three -by- flags on light poles along Butler d to the festive atmosphere, as well risa Street and the Strand. lman Charlie Brewer made a approve the tent installation and city services provided at $2,400, by Councilman Brown. The vote imous. • tlo.e� e s Vir• Sunset Cruises • Dolphin Sightseeing Tours Experience the pleasure of seeing the friendly bottle nose dolphins playing in their natural habitat on this 1 to 11 /2 hour cruise towards the Atlantic Ocean. Reservations Recommended. Adults $ 15.00 • Chien $8.00 1116r Rest; oft (800) 242.0166 or (91 2) 786 -5848 USCG INSPECTED VESSELS SAFE • COMFORTABLE RELIABLE www.tybeedolphins.com + ernail:lazarettol@aol.com 1 Old 115 Highway 80, Tybee Island, GA 31328 Don't Let the Tax Assessor Unfairly Get Your Money! "Increase your odds of a successful property tax appeal in Chatham County." - Ric Hogan Call for the LEGAL Services of ERIC Hogan • Successful 2009 Tax Appeals at Board of Equalization and Superior Court. • FREE and Confidential Consultation and Property Valuation • 23 Years Experience with Tybee Island Real Estate Valuations ATTORNEY ERIC HOGAN 912-7864480 • Rhoganjr7l @aol.com 3 THE ORIGINAL CAPTAIN MIKE'S DOLPHIN TOURS ON TYBEE ISLAND lip IDOL PH /N A Adult $15 912- 786 -5848 Child $8 (Reservations Recommended) (under 2 free) • Restaurant • Gift Shop • Easy Access to Parking Voted Best Adventure Tour for 8 Years In A Row! OFFSHORE FISHING SPECIAL: 4 hours 2 people $320 1 -6 PEOPLE: 6 hours - $600 • 8 hours - $800 • 10 hours - $1000 Eco Tours • Search for Shark Teeth Reservations Required Directions from Tybee Island: Go west on Highway 80, turn left at the last road before Lazaretto Creek Bridge (at the Capt. Mike's Dolphin Tours billboard). Go until the dead end and turn right. 1 Old US Highway 80, Tybee Island, GA 31328 www.tybeedolphins.com - Email To: info©tybeedolphins.com Plslands ° Housekeeping t (912)667 -8423 www.islandshousekeeping.com Dependable & Reliable Shannon Bazemore !,. ''....-v. '-.. liti i'uccn www.buccaneersbooty.com Manijicen Mapificent Boob y ' free Shippin2! Coats Vests Shirks rants Dresses Blouses Chemises Corsets Bodices Skirts We have sailed the seven seas in search of magnificent booty to fill ye treasure chest. Aye, no need for a treasure map, -I NV booty be waitin' yer krewes next high seas adventure! Plunder our site for excellent quality costumes and gifts. 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