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0 AQUATIC DR - CIVIL PERMIT FIRE SERVICE c.r_. , City of Atlantic Beach APPLICATION NUMBER , Building Department (To be assigned by the Building Department.) r ` 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904) 247-5845 ! �L c� E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: V Qi(fi77CJ 2,- Department review required Yes No / Buil.,. Applicant: t r J/chl PftrrA4r5 AiP g &Zon n/� 1 Tree_•ministrator Project: (.�I 11/1 - �G / rni ' • • 4 Public Utilities Public Safety ire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: b/ APPLICATION STATUS Reviewing Department First Review: I lApproved. ODenied. 1� (Circle one.) Comments: ` BUILDING PA>v,"(11_ Cvvvt /171/1""--t' 1./ ' 417 PLANNING & ZONING Reviewed by: ! l • -J $ ,641Date: r// /.0'TREE ADMIN. Second Review: [ lApproved as revised. VIiDenied. PUBLIC WORKS Comments:VioLo 143 Di-- tkCe'iv‘e� PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: L/I C °11' Date: \P 1 i 3 tib FIRE SERVICE'`, Third Review: Approved as revised. IDenied. Comments: Reviewed by: Date: 4/09 ` • S: c*S0N viz FIRE Get r o„ Y m"13 , { W ' SONV ogESCNIt QQ 9FSCue O�Q Office of the Fire Marshal Plans Review Fire Department Access and Water Supply The requirements identified in this document are minimum standards. The Authority Having Jurisdiction (AHJ),based on specific firefighting/and or Emergency Medical Service (EMS) needs,may require necessary modifications to these minimum standards on a case- by-case basis. Fire department access roads must be provided for every community, facility,building,or portion of a building.Set-up sites, fire lanes,and slopes in a project must be able to accommodate a truck with dimensions as follows. Overall length: 46 feet, 10 inches Bumper to bump: 32 feet Wheelbase length: 256 inches Required dimensions for fire department access roads •All pertinent dimensions of fire department access roads such as drivable roadway width turn radius, cul-de-sacs,and T or Y turnarounds must be identified on a site plan.All sidewalks and green space shall be identified separate from roadway dimensions. •The minimum dimensions for fire department access roads shall be 20 feet unobstructed width (two-way traffic) and not less than 13 feet 6 inches of unobstructed vertical clearance NFPA 1 18.2.3.4.1.1 The AHJ will accept one-way traffic lanes to be a minimum of 15 feet unobstructed width. • Fire Department access roads will have an unobstructed vertical clearance of not less than 13Ft. 6 Inches NFPA 1 18.2.3.4.1.2 • Dead end fire department access roads exceeding 150 feet shall be provided with approved provisions for the turning around of fire apparatus NFPA 1 18.2.3.4.4 Building access •A fire department access road shall extend to within 50 feet of a single exterior door providing access to the interior of any and all buildings NFPA 1 18.2.3.2.1 • Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 feet(450 feet if fully sprinklered) from a fire department access road as measured by an approved route around the exterior of the building or facility NFPA 1 18.2.3.2.2 &NFPA 1 18.2.3.2.2.1 gads"on, b„..4 Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Gated communities or properties • Gates to communities or properties shall be a minimum 15 feet clear width if the approach to and/or departure from the gate is not within a turn radius. • Gates that are within a turn radius shall be a minimum 20 feet clear width. • Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted Emergency vehicle support capability • Fire department access roads shall be designed and maintained to support a minimum of 40 tons and shall be provided with a surface suitable for all-weather driving capabilities NFPA 1 18.2.3.4.2 Non-Paved Fire Department Access Roads • Fire Department access roads permitted to traverse through non-paved areas via"grass pavers" or other approved means that will allow grass,foliage,or other landscaping material to grow shall be clearly delineated with signs complying with NFPA 1 Florida Edition 1 18.2.3.5.1 The edges of non-paved Fire Department access roads shall also be delineated in a manner that will make the access road apparent under all conditions. Fire hydrants.sprinkler systems.and other fire related devices • Clearance from landscaping, parking, or other obstructions around fire hydrants and fire department connections to sprinkler systems shall be a minimum of 36 in front of and to the sides of each appliance NFPA 1 18.5.3 Water Supply • An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings, or portions of buildings are hereafter constructed or moved into the jurisdiction. The approved water supply shall be in accordance with NFPA 1 18.4. • Where no adequate or reliable water distribution system exists, approved reservoirs, pressure tanks, elevated tanks, fire department tanker shuttles, or other approved systems capable of providing the required fire flow shall be permitted NFPA 1 18.3.1.1 (9.0]ac4 Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Gy,S0 N Leh l4` FIRE •/ 471A1 Lij4 ‹ RESCUE P 9FSCUE o�Q FIRE AND RESCUE DEPARTMENT December 23, 2014 INFORMATIONAL BULLETIN#14-65 TO: All Fire and Rescue Personnel FROM: Kurtis R. Wilson, Division Chief/Operations - RE: New JEA and Private Hydrant Markings Prior to our last ISO rating, private fire hydrants in Duval County were painted red to delineate them from JEA's hydrants and to allow JFRD crews to get permission from the owner prior to flow testing or maintenance reporting. ISO requires all hydrants in our jurisdiction to meet NFPA 291 Recommended Practice for Flow Testing and Marking of Hydrants regardless of ownership. NFPA 291 Chapter 5 Marking of Hydrants 5.1 Classification of Hydrants. Hydrants should be classified in accordance with their rated capacities at 20 psi as follows: (1) Class AA— Rated capacity of 150o gpm or greater (2) Class A— Rated capacity of 1000-1499 gpm (3) Class B — Rated capacity of 500-999 gpm (4) Class C — Rated capacity of less than 500 gpm 5.2.1.2 The tops and nozzle caps should be painted with the following capacity-indicating color scheme to provide simplicity and consistency with colors used in signal work for safety, danger, and intermediate condition: (i) Class AA— Light blue (2) Class A— Green (3) Class B — Orange (4) Class C — Red 5.2.1.3 For rapid identification at night, it is recommended that the capacity colors be of a reflective-type paint. egotrASY, riWhere Honda Begins, 515 N.Julia Street I Jacksonville,FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net INFORMATIONAL BULLETIN#14-65 Effective today, all new private hydrant installations will meet the NFPA 291 requirement and the body of the hydrant will be painted bright white to denote a non-JEA owned hydrant (private). This process is handled through the Fire Marshal's Plans Review department. JEA will meet the requirement by color coding the hydrants on our Fire Station Location and Hydrant Proximity GIS mapping tool found at http://maps.coj.net/hydrantproximity/ It will take a while for all the old red hydrants to be painted to meet the new standards and JEA is updating the GIS program as flow rates become available through their maintenance process. In short, you will begin to see three sets of colored hydrants in Duval County: yellow, red, and white with painted caps. I strongly recommend you become familiar with the NFPA color markings and flow rates as this might impact you choice of hydrant at a scene. KRW/kh 690ackei:40G Where Fkuitia Berns. 515 N.Julia Street I Jacksonville,FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net 'PG*SON11j, FIRE �p Z '9Esolt 94'SCUE DEQ Office of the Fire Marshal Plans Review Fire Department Access and Water Supply The requirements identified in this document are minimum standards. The Authority Having Jurisdiction (AHJ),based on specific firefighting/and or Emergency Medical Service (EMS) needs, may require necessary modifications to these minimum standards on a case- by-case basis. Fire department access roads must be provided for every community, facility,building, or portion of a building.Set-up sites, fire lanes,and slopes in a project must be able to accommodate a truck with dimensions as follows. Overall length: 46 feet, 10 inches Bumper to bump: 32 feet Wheelbase length: 256 inches Required dimensions for fire department access roads •All pertinent dimensions of fire department access roads such as drivable roadway width turn radius, cul-de-sacs,and T or Y turnarounds must be identified on a site plan.All sidewalks and green space shall be identified separate from roadway dimensions. •The minimum dimensions for fire department access roads shall be 20 feet unobstructed width (two-way traffic) and not less than 13 feet 6 inches of unobstructed vertical clearance NFPA 1 18.2.3.4.1.1 The AHJ will accept one-way traffic lanes to be a minimum of 15 feet unobstructed width. • Fire Department access roads will have an unobstructed vertical clearance of not less than 13Ft. 6 Inches NFPA 1 18.2.3.4.1.2 • Dead end fire department access roads exceeding 150 feet shall be provided with approved provisions for the turning around of fire apparatus NFPA 1 18.2.3.4.4 Building access •A fire department access road shall extend to within 50 feet of a single exterior door providing access to the interior of any and all buildings NFPA 1 18.2.3.2.1 • Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 feet(450 feet if fully sprinklered) from a fire department access road as measured by an approved route around the exterior of the building or facility NFPA 1 18.2.3.2.2 &NFPA 1 18.2.3.2.2.1 2ack ' 4 Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Gated communities or properties • Gates to communities or properties shall be a minimum 15 feet clear width if the approach to and/or departure from the gate is not within a turn radius. • Gates that are within a turn radius shall be a minimum 20 feet clear width. • Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted Emergency vehicle support capability • Fire department access roads shall be designed and maintained to support a minimum of 40 tons and shall be provided with a surface suitable for all-weather driving capabilities NFPA 1 18.2.3.4.2 Non-Paved Fire Department Access Roads • Fire Department access roads permitted to traverse through non-paved areas via"grass pavers" or other approved means that will allow grass,foliage, or other landscaping material to grow shall be clearly delineated with signs complying with NFPA 1 Florida Edition 1 18.2.3.5.1 The edges of non-paved Fire Department access roads shall also be delineated in a manner that will make the access road apparent under all conditions. Fire hydrants.sprinkler systems.and other fire related devices • Clearance from landscaping, parking, or other obstructions around fire hydrants and fire department connections to sprinkler systems shall be a minimum of 36 in front of and to the sides of each appliance NFPA 1 18.5.3 Water Supply • An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings, or portions of buildings are hereafter constructed or moved into the jurisdiction. The approved water supply shall be in accordance with NFPA 1 18.4. • Where no adequate or reliable water distribution system exists, approved reservoirs, pressure tanks, elevated tanks, fire department tanker shuttles, or other approved systems capable of providing the required fire flow shall be permitted NFPA 1 18.3.1.1 ons Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Fire Flow Requirements for Buildings • Fire flow requirements for buildings hereafter constructed or moved into the jurisdiction shall be in accordance with Section 18.4.of NFPA 1 and Table 18.4.5.1.2 (see below). Table 18.4 5.1.2 3linimum Required Fire Flow and Flow Duration for Buildings Fire Flow Area fe('0.0929 for m5 I(443).1(332). IV(2RH). Fire Flow gpm+(t Flow Duration 11(222)• II(111).ID(211)• V(111)• 11(000).111(200)* x'(000)'- 3.785 for Limin) (hours) 0-22.700 0-12.700 0-8200 0-5900 0-3600 1500 22,701-30.200 12,701-17.000 8201-10:900 5901-7900 3601-4800 1750 30.201-38.700 17,001-21.800 10,901-12.900 7901-9800 4801-6200 2000 2 38.701-48.300 21.801-24.200 12,901-17.400 9801-12.600 6201-7700 2250 } 48.301-59.000 24.201-33200 17.401-21.300 12.601-15.400 7701-9400 2500 59.001-70.900 33.201-39.700 21.301-25.500 15.401-18.400 9401-11.300 2750 , 70.901-83.700 39.701-47.100 25.501-30.100 18,401-21.800 11,301-13.400 3000 83,701-97.700 47,101-54.900 30.101-35.200 21,801-25.900 13.401-15.600 3250 3 97,701-112.700 54,901-63.400 35.201-40,600 25,901-29.300 15,601-18.000 3500 112.701-128.700 63,401-72.400 40,601-46.400 29,301-33.500 18,001-20.600 3750 128.701-145.900 72,401-82.100 46,401-52.500 33,501-37.900 20,601-23.300 4000 145,901-164200 82,101-92.400 52.501-59.100 37.901-42,700 23,301-26.300 4250 164.201-183.400 92,401-103.100 59.101-96,000 42.701-47,700 26.301-29.300 4500 183,401-203.700 103,101-114.600 66,001-73.300 47,701-53.000 29.301-32.600 4750 203.701-225.200 114,601-126.700 73.301-81.100 53,001-58.600 32,601-36.000 5000_ _ 225.201-247.700 126.701-139.400 81.101-89.200 58.601-65.400 36.001-39.600 5250 247.701-271.200 139,401-152.600 89.201-97.700 65.401-70.600 39.601-43.400 5500 271.201-295.900 152.601-166.500 97.701-106.500 70.601-77.000 43.401-47.400 5750 Greater than 295,900 Greater than 166,500 106,501-115.800 77.001-83.700 47,401-51.500 6000 4 115.801-125.500 83.701-90.600 51.501-55.700 6250 125.501-135.500 90.601-97.900 55,701-60,200 6500 135.501-145.800 97.901-106.800 60,201-64.800 6750 145,801-156.700 106.801-113.200 64.801-69.600 7000 156.701-167.900 113.201-121.300 69.601-74.600 7250 167.901-179.400 121.301-129.600 74.601-79.800 7500 179.401-191400 129.601-138.300 79.801-85.100 7750 Greater st0 Greater than 138,300 an Greater 8000 `Types of construcnon are based on NFPA 220. +Measured at 20 psi(139.9 kPa). • Required fire flow shall be allowed to be reduced by 75% when the building is protected throughout by an approved automatic sprinkler system. (9eick?:,,,,5, i 9ackv4 Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net I. 16 SON 11, .�,� FIRE 17 GAY Y OA, '.. " 9 9Esc)� QPM FSCUE O FIRE AND RESCUE DEPARTMENT December 23, 2014 INFORMATIONAL BULLETIN#14-65 TO: All Fire and Rescue Personnel FROM: Kurtis R. Wilson, Division Chief/Operations7/G- RE: New JEA and Private Hydrant Markings Prior to our last ISO rating, private fire hydrants in Duval County were painted red to delineate them from JEA's hydrants and to allow JFRD crews to get permission from the owner prior to flow testing or maintenance reporting. ISO requires all hydrants in our jurisdiction to meet NFPA 291 Recommended Practice for Flow Testing and Marking of Hydrants regardless of ownership. NFPA 291 Chapter 5 Marking of Hydrants 5.1 Classification of Hydrants. Hydrants should be classified in accordance with their rated capacities at 20 psi as follows: (1) Class AA— Rated capacity of 1500 gpm or greater (2) Class A— Rated capacity of 10oo-1499 gpm (3) Class B — Rated capacity of 500-999 gpm (4) Class C — Rated capacity of less than 500 gpm 5.2.1.2 The tops and nozzle caps should be painted with the following capacity-indicating color scheme to provide simplicity and consistency with colors used in signal work for safety, danger, and intermediate condition: (1) Class AA— Light blue (2) Class A— Green (3) Class B — Orange (4) Class C — Red 5.2.1.3 For rapid identification at night, it is recommended that the capacity colors be of a reflective-type paint. When-FICuida„ G aerns. 515 N.Julia Street I Jacksonville,FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net INFORMATIONAL BULLETIN#14-65 Effective today, all new private hydrant installations will meet the NFPA 291 requirement and the body of the hydrant will be painted bright white to denote a non-JEA owned hydrant (private). This process is handled through the Fire Marshal's Plans Review department. JEA will meet the requirement by color coding the hydrants on our Fire Station Location and Hydrant Proximity GIS mapping tool found at http://maps.coj.net/hydrantproximity/ It will take a while for all the old red hydrants to be painted to meet the new standards and JEA is updating the GIS program as flow rates become available through their maintenance process. In short, you will begin to see three sets of colored hydrants in Duval County: yellow, red, and white with painted caps. I strongly recommend you become familiar with the NFPA color markings and flow rates as this might impact you choice of hydrant at a scene. KRW/kh eyadleilrie4 where Facia Begin. 515 N.Julia Street I Jacksonville,FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net Pc,iCS0N�� ftRE r W m r 1�4 yp' ° AEs01t, QQ 9FSCuE0° Office of the Fire Marshal Plans Review CIVIL PLANS:Aquatic Townhomes Atlantic Beach, Florida *Please correct or provide the following to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to ALL our comments and directing the plans reviewer to where the changes have taken place. Revised sheets should be clouded clearly showing areas where changes or corrections have occurred. Failure to provide response letter will result in a return for corrections plans review submission. 1. FLOW TEST: Provide Flow Data information on the Civil Plans and provide a separate document from JEA. NFPA 1,18.4.5.1 5th Edition One and Two Family Dwellings. Publicly Owned Fire Hydrant Flow Calculations May Be Obtained By Contacting Scott Stevens(stevgs@jea.com). Private Hydrant Calculations May Be Obtained Through The Services Of A Fire Protection Contractor Witnessed By The Local AHJ. 2. KNOX GATE KEY: Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted. G,4,S0N /4cc T . Y Z W Y r /� FS C U E.D Office of the Fire Marshal Plans Review CIVIL PLANS: Aquatic Townhomes Atlantic Beach, Florida *Please correct or provide the following to obtain plans approval.When resubmitting corrected sheets, please provide a written narrative letter responding to ALL our comments and directing the plans reviewer to where the changes have taken place. Revised sheets should be clouded clearly showing areas where changes or corrections have occurred. Failure to provide response letter will result in a return for corrections plans review submission. 1. FLOW TEST: Provide Flow Data information on the Civil Plans and provide a separate document from JEA. NFPA 1,18.4.5.1 5th Edition One and Two Family Dwellings. Publicly Owned Fire Hydrant Flow Calculations May Be Obtained By Contacting Scott Stevens (stevgs@jea.com). Private Hydrant Calculations May Be Obtained Through The Services Of A Fire Protection Contractor Witnessed By The Local AHJ. 2. KNOX GATE KEY: Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted. CKSONV j,4( *IRE G tY 0, m 4 z } W AESc ' 94-SCUE'0° Office of the Fire Marshal Plans Review Fire Department Access and Water Supply The requirements identified in this document are minimum standards. The Authority Having Jurisdiction (AHJ),based on specific firefighting/and or Emergency Medical Service (EMS) needs,may require necessary modifications to these minimum standards on a case- by-case basis. Fire department access roads must be provided for every community, facility,building, or portion of a building. Set-up sites,fire lanes,and slopes in a project must be able to accommodate a truck with dimensions as follows. Overall length: 46 feet, 10 inches Bumper to bump: 32 feet Wheelbase length: 256 inches Required dimensions for fire department access roads • All pertinent dimensions of fire department access roads such as drivable roadway width turn radius, cul-de-sacs,and T or Y turnarounds must be identified on a site plan.All sidewalks and green space shall be identified separate from roadway dimensions. • The minimum dimensions for fire department access roads shall be 20 feet unobstructed width (two-way traffic) and not less than 13 feet 6 inches of unobstructed vertical clearance NFPA 1 18.2.3.4.1.1 The AHJ will accept one-way traffic lanes to be a minimum of 15 feet unobstructed width. • Fire Department access roads will have an unobstructed vertical clearance of not less than 13Ft. 6 Inches NFPA 1 18.2.3.4.1.2 • Dead end fire department access roads exceeding 150 feet shall be provided with approved provisions for the turning around of fire apparatus NFPA 1 18.2.3.4.4 Building access •A fire department access road shall extend to within 50 feet of a single exterior door providing access to the interior of any and all buildings NFPA 1 18.2.3.2.1 • Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 feet(450 feet if fully sprinklered) from a fire department access road as measured by an approved route around the exterior of the building or facility NFPA 1 18.2.3.2.2 &NFPA 1 18.2.3.2.2.1 gadst,:5,.. .4.. Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Fire Flow Requirements for Buildings • Fire flow requirements for buildings hereafter constructed or moved into the jurisdiction shall be in accordance with Section 18.4.of NFPA 1 and Table 18.4.5.1.2 (see below). Table 18.4 5.1.2 Minimum Required Fire Floe'and Flow Duration for Buildings Fire Flow Area ftr('0.0929 for mr) I(443).1(332). I\'(2HH), Fire Flow gpm+('s Flow Duration 1I(222)• I1(111).111(211)" \"(111)` 11(000).111(200)' \'(000)- 3.785 for L'min) (hours) 0-22,700 0-12.700 0-8200 0-5900 0-3600 1500 22.701-30.200 12,701-17.000 8201-10,900 5901-7900 3601-4800 1750 30.201-38.700 17,001-21.800 10.901-12.900 7901-9800 4801-6200 2000 2 38.701-48.300 21,801-24.200 12.901-17.400 9801-12.600 6201-7700 2250 48.301-59.000 24.201-33.200 17.401-21.300 12,601-15.400 7701-9400 2500 59.001-70.900 33.201-39.700 21.301-25.500 15,401-18.400 9401-11.300 2750 70.901-83.700 39.701-47,100 25,501-30.100 18.401-21.800 11,301-13.400 3000 83.701-97.700 47.101-54.900 30,101-35.200 21,801-25.900 13,401-15.600 3250 3 97,701-112.700 54,901-63.400 35.201-40,600 25,901-29.300 15.601-18.000 3500 112,701-128.700 63.401-72.400 40.601-46.400 29.301-33.500 18,001-20.600 3750 128.701-145.900 72.401-82,100 46,401-52.500 33,501-37.900 20.601-23.300 4000 145.901-164.200 82,101-92.400 52.501-59.100 37.901-42,700 23,301-26.300 4250 164.201-183.400 92.401-103.100 59.101-66.000 42.701-47,700 26.301-29.300 4500 183,401-203.700 103.101-114.600 66.001-73.300 47,701-53.000 29,301-32.600 4750 203.701-225.200 114.601-126.700 73.301-81.100 53,001-58.600 32.601-36.000 5000 225.201-247.700 126.701-139.400 81.101-89.200 58,601-65.400 36,001-39.600 5250 247.701-271.200 139,401-152.600 89.201-97.700 65.401-70.600 39,601-43.400 5500 271.201-295,900 152,601-166.500 97,701-106.500 70.601-77.000 43,401-47.400 5750 Greater than 295.900 Greater than 166.500 106,501-115.800 77.001-83.700 47,401-51.500 6000 4 115.801-125.500 83.701-90.600 51,501-55.700 6250 125.501-135.500 90.601-97,900 55.701-60.200 6500 135.501-145.800 97,901-106.800 60.201-64.800 6750 145,801-156.700 106.801-113200 64.801-69.600 7000 156.701-167.900 113.201-121.300 69.601-74.600 7250 167.901-179.400 121.301-129.600 74.601-79.800 7500 179.401-191.400 129,601-138.300 79.801-85.100 7750 Greater than Greater than 138.300 Greater than 8000 191,400 85.100 'Types of construction are based on NFPA 220. +Measured at 20 pst(139.9 kPa). • Required fire flow shall be allowed to be reduced by 75% when the building is protected throughout by an approved automatic sprinkler system. Where Horida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net f J 9 9, J 1� UV v March 9,2016 Mr. Dou : ies 522 •ckton Street Ja' sonville, FL 32204 E: Fire Flow Test for Aquatic Drive @ Atlantic Blvd. Dear Mathies: The City flow tested 2 fire hydrants on Aquatic Drive on 3/9/16 with the following results: Location 1: 792 Aquatic Drive Test Date/Time: 3/9/16 1:45 PM Static Pressure: 50 psi Residual Pressure: 35 psi Test Flow Rate: 1,000 gpm Estimated Flow @ 20 psi: 1,454 Location 2: 306 Aquatic Drive Test Date/Time: 3/9/16 2:10 PM Static Pressure: 50 psi Residual Pressure: 35 psi Test Flow Rate: 1,000 gpm Estimated Flow @ 20 psi: 1,454 Tested by: Chris Walker, Division Director The above estimated flows at 20 psi are based on NFPA section 291,AWWA M-17(2002 edition) Should you need additional information,please call me at(904)247-5834 or email me at kmoore@coab.us. Sincerely,h f 46 W. ma.zc_ Kayle Moore,P.E. Deputy Public Works Director cc: Chris Walker,Division Director Arlington, Daniel From: Arlington, Daniel Sent: Wednesday, May 18, 2016 5:33 PM To: 'Justin Williams' Cc: Carper, Rick; Jacobovitz, Donald; William Norris(williamn@tribridgeres.com); Rick Welch Subject: RE: Aquatic Townhomes Yes...but, let's talk more about the LOMR-F and flood zone vs.X zone. Our conversation was the first I've heard about the LOMR-F. I've copied our LDR Section on building height, below. We have three possibilities, depending on flood zone and variation of grade across the site. Regarding FFE,we have two possibilities: 1) Site is in the flood zone: BFE+ Freeboard 2.5 ft. In this case 6'+2.5' =8.5' 2) Site is out of the flood zone: Minimum FFE is 7.4' NAVD (Local ordinance) and 12" above the nearest edge of the street(Florida Building Code) I think we have to know more about the LOMR and flood zone. Dan • Height of building shall mean the vertical distance from the applicable beginning point of measurement to the highest point of a building's roof structure or parapet, and any attachments thereto,exclusive of chimneys.The appropriate method of determining the maximum allowable height of building shall be used in accordance with the following: (a) Parcels within designated special flood hazard areas as delineated on the Federal Emergency Management Agency(FEMA)flood insurance rate map(FIRM)shall use the required finish floor elevation as the beginning point of measurement. (b) Parcels that are not located within a designated flood hazard zones and which have topographic variation of less than two(2)feet as demonstrated by a certified topographical survey shall use the highest established grade as the beginning point of measurement. Alternatively,property owners may use the calculated average grade method if preferred. (c) Regardless of flood zone designation,parcels with topographic variation of more than two(2)feet as demonstrated by a certified survey of topography, including all ocean front parcels,shall provide a certified survey of the calculated average grade,and the calculated average grade shall be used as the beginning point of measurement,excepting those parcels where the only topographical variation is a city-maintained drainage easement where the method described in preceding subsection(b)shall be used. (d) Single-story construction where height of building is clearly below the maximum permitted height shall not be required to provide a certified survey of the calculated average grade,but shall provide the height of building as measured from the established grade on the elevation sheets of construction plans. From: Justin Williams [mailto:jwilliams@cwieng.com] Sent: Wednesday, May 18, 2016 4:58 PM To: Arlington, Daniel Cc: Carper, Rick; Jacobovitz, Donald; William Norris (williamn@tribridgeres.com); Rick Welch Subject: Aquatic Townhomes Hey Dan, f he Thank you for the phone call. I am just Cconfirming anestablished BFE of 6.0 shown on the currenteffect ronfloors oetFlRM buildingsmapto be a minimum elevation 8.50 NAVD88 based 1 dated 6/3/13. Also,we will measure the maximum building height from finish floor since the structures are in an AE zone. Thanks for your help. Justin Williams, P.E. Sr. Project Manager roLyjConnelly & Wicker Inc. LPlanning • Engineering • landscape Architecture 10060 Skinner Lake Drive I Suite 500 I Jacksonville,Florida 32246 P:904.265.3030 I F:904.265.3031 I C:904.705.6963 www.cwieng.com 2 r omit;.>. BUILDING PERMIT APPLICATION ;" ,v-,...lair- CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 I Job Address: Northwest corner of Aquatic Drive and Atlantic Blvd. permit Number: Legal Description �1 RE# 17 7 A -'6170 Valuation of Work(Replacement Cost)$ `T k`Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): Addi on Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): itorrITM10. Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No 411111 • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use produrx approval form Property Owner Information ��yr� , 's- Name lc-��t""address: i 5 7,5 NM-11161P�i biz, NWS �;1(��S-t 2� City HT(431 friC) StateGiCZip rZ , t2Phone 40- 3(-'7-- 6702.-," E-Mail UV1 til--V‘YV1 N -1 tit1--S r r..4w) Owner or Agent (If Ascot,Powaof Attorney orAgcncy Lauer Regaled) _. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. [F YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ; RECORDING YOUR NOTIdE OF COMMENCEMENT. Contractor Information: Name of Company Urban Partners Construction, LLC Qualifying Agent: EDrvtu t 106 E. 66 A 1.- ' Address: 3236 teach Blvd. City Jax. State Zip FL 32207 Office Phone 904-270-2225 Job Site/Contact Numbr- 904-591-7929 • State Certification/Registration# C(C t6 113/ E-Mail t~Ur 2a urbanpartnersgroup.com Architect Name&Phone# Poole&Poole Architecture 804-225-0215 Engineer's Name&Phone# Connelly&Wicker, Inc. 904-265-3030 Worker's Compensation ; _ h _ IA A 31J.SL(::.t_ ' 1 u ' 1 4 . amp osurer case p oyees mutation a le Application is hereby mode to obtain a perm*to rhe work and installations as tndieated I cernfy that no work or hastallatlon rias commenced nor ro the Issuance of permit and that all wo will be performed ro meet the standards of all lana regulating consnuetion hr this j rLcdiction. permit becomes null and void If work is not comnrenrnd within sLc(6 nrontlar,or if cotutructlon or Work Ls sus. nded or abamfoned or a period pfs&(6)months at any time after work is commenced. I understand that separate permits must be secured"(ectrlcal Wo Pt ,ins, Signs,Wells,Pools,Furnaces,Belle,Heaters.Tanks and Air Conditioners,etc. Signature of Property Owner: Signature of Contracto ' d' d_%�/ Before mo Before me this Day of ,/// this_ Day of • ' Notary Public: _............. Notary Public: hhereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authorityto violate or cancel the provisions of any other federal.state,or local law regulating construction or the performance of construction. Rev.3/14/16 -_. r .T6-",*. tea.- ...--o.-.v._ ..�.. . 1r t' fp .! 7:VVCITY OF ATLANTIC BEACH - 800 Seminole Road 904-247-5800 9!? Atlantic Beach,Florida 32233-5445 Fax 904-247-584 SITE DEVELOPMENT PERMIT (for filling, grading or topographically altering land) PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. DateMarch 21, 2016 PERIAIT# Job Address Northwest corner of Aquatic Dr.and Atlantic Blvd. ISSUED BY THE CITY Permitee: TBR Aquatic Owner, LLC Telephone# 404-367-6523 _ I Permittee Address: 1575 Northside Dr.Bldg 100,Ste.200,Atlanta,GA 30318 Email Address williamn@tribridgeres.com Fax Number: _— i Requesting Permission to commence site development Involving the following activity: Clearing, grubbing, filling,grading,construction of utilities,drainage and roadways Location: (Reference to Cross-Street) Northwest corner of Aquatic Drive and Atlantic Blvd. The following permits have been submitted _ Tree Removal XX Demolition XX THIS APPLICATION INCLUDES A L INFORMATION REQUIRED BY THE CITY'S SITE DEVELOPMENT PERMIT CHECKLIST ✓ (Must be signed by Applicant) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,both aerial and underground and the accurate locations are shown on the sketches, 2. Any work proposed in City rights of way or easements shall be subject of a separate Right of Way and Easement Permit Application. 3. All work shall meet City of Atlantic Beach, City of Jack onville or Florida De..rtment of Transportation Standards and be performed under the supervision of A • _ . , f VA_ Contr.,ctor's Project Superintendent)located at ' . Telephone '-' ic741 4. Calculations ahowina env Increase in Impervious area on owner's lot afld I or in the city Rig t o Way are tQ be included with this epoiication. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. This permittee shall commence actual construction in good faith within (D days. If the beginning date Is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred In the area that would affect the permitted construction. •• 7. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. • OWNER Signed: -- Date: Bekaa me this day of In the County of Duval, State Of Florida,has personalty appealed Notary Public at Large,State of Florida,County of Duval. My commission expires:_ _Personally Known: Produced Identification: • • PG0 N vj4e FtA • > W tF' 9FScuE D Office of the Fire Marshal Plans Review CIVIL PLANS: Aquatic Townhomes Atlantic Beach, Florida *Please correct or provide the following to obtain plans approval. When resubmitting corrected sheets, please provide a written narrative letter responding to ALL our comments and directing the plans reviewer to where the changes have taken place. Revised sheets should be clouded clearly showing areas where changes or corrections have occurred. Failure to provide response letter will result in a return for corrections plans review submission. 1. FLOW TEST: Provide Flow Data information on the Civil Plans and provide a separate document from JEA. NFPA 1,18.4.5.1 5th Edition One and Two Family Dwellings. Publicly Owned Fire Hydrant Flow Calculations May Be Obtained By Contacting Scott Stevens (stevgs@jea.com). Private Hydrant Calculations May Be Obtained Through The Services Of A Fire Protection Contractor Witnessed By The Local AHJ. 2. KNOX GATE KEY: Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted. Fire Flow Requirements for Buildings • Fire flow requirements for buildings hereafter constructed or moved into the jurisdiction shall be in accordance with Section 18.4.of NFPA 1 and Table 18.4.5.1.2 (see below). Table 18.4.5.1.2 Minimum Required Fire Flow and Flow Duration for Buildings Fire Flow Area ftt(,0.0929 for 110) I(443),1(332). lV(2H11). Fire Flow gpm+I- Flow Duration 11(222)" II(111),I11(231)' V(111)` 11(000).111(200)^ \'(000)- 3.785 for Lmin) (hours) 0-22.700 0-12.700 0-8200 0-5900 0-3600 1500 22.701-30.200 12,701-17.000 8201-10.900 5901-7900 3601-4800 1750 30.201-38.700 17,001-21.800 10.901-12.900 7901-9800 4801-6200 2000 2 38.701-48.300 21,801-24.200 12,901-17.400 9801-12.600 6201-7700 2250 48.301-59.000 24.201-33.200 17.401-21.300 12,601-15.400 7701-9400 2500 59.001-70.900 33.201-39.700 21.301-25.500 15,401-18.400 9401-11.300 2750 70,901-83.700 39,701-47,100 25,501-30.100 18.401-21.800 11,301-13.400 3000 83.701-97.700 47,101-54.900 30,101-35.200 21.801-25.900 13.401-I5.600 3250 3 97,701-112.700 54,901-63,400 35.201-40.600 25.901-29.300 15.601-18.000 3500 112.701-128.700 63.401-72.400 40,601-16.400 29,301-33.500 18.001-20.600 3750 128.701-145.900 72,401-82,100 46401-52.500 33,501-37.900 20.601-23.300 4000 145.901-164.200 82,101-92.400 52.501-59.100 37.901-42,700 23,301-26.300 4250 164.201-183.400 92,401-103.100 59.101-66.000 42.701-47,700 26.301-29.300 4500 183.401-203.700 103.101-114.600 66,001-73.300 47,701-53.000 29.301-32.600 4750 203.701-225.200 114.601-126.700 73,301-81.100 53,001-58.600 32.601-36.000 5000 225,201-247.700 126.701-139.400 81,101-89.200 58,601-65.400 36,001-39.600 5250 247,701-271200 139,401-152.600 89.201-97.700 65.401-70.600 39.601-43.400 5500 271.201-295.900 152,601-166.500 97,701-106.500 70.601-77.000 43.401-47.400 5750 Greater than 295.900 Greater than 166.500 106,501-115.800 77.001-83.700 47.401-51.500 6000 4 115,801-125.500 83,701-90.600 51.501-55.700 6250 125.501-135.500 90,601-97.900 55.701-60,200 6500 135.501-145.800 97,901-106.800 60.201-64.800 6750 145,801-156.700 106.801-113.200 64,801-69.600 7000 156.701-167.900 113.201-121.300 _ 69.601-74.600 7250 167.901-179.400 121.301-129.600 74.601-79.800 7500 179.401-191.400 129.601-138.300 79.801-85.100 7750 X191 100 Greater than 138,300 titan Greater 00 an 8000 `Types of construction ate based on NEPA 220. !Measured at 20 pst(139.9 kPa). • Required fire flow shall be allowed to be reduced by 75% when the building is protected throughout by an approved automatic sprinkler system. 9ac6cnv4 LLhere ldorid a 13<rins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net )14I March .../, March 9, 2016 Mr. Dou g ies 522 •ckton Street Ja• sonville, FL 32204 Fire Flow Test for Aquatic Drive @ Atlantic Blvd. Dear Math ies: The City flow tested 2 fire hydrants on Aquatic Drive on 3/9/16 with the following results: Location 1: 792 Aquatic Drive Test Date/Time: 3/9/16 1:45 PM Static Pressure: 50 psi Residual Pressure: 35 psi Test Flow Rate: 1,000 gpm Estimated Flow @ 20 psi: 1,454 Location 2: 306 Aquatic Drive Test Date/Time: 3/9/16 2:10 PM Static Pressure: 50 psi Residual Pressure: 35 psi Test Flow Rate: 1,000 gpm Estimated Flow @ 20 psi: 1,454 Tested by: Chris Walker, Division Director The above estimated flows at 20 psi are based on NFPA section 291,AWWA M-17(2002 edition) Should you need additional information,please call me at(904)247-5834 or email me at kmoore@coab.us. Sincerely, Kayle Moore, P.E. Deputy Public Works Director cc: Chris Walker, Division Director 1 Arlington, Daniel From: Arlington, Daniel Sent: Wednesday, May 18, 2016 5:33 PM To: 'Justin Williams' Cc: Carper, Rick; Jacobovitz, Donald; William Norris (williamn@tribridgeres.com); Rick Welch Subject: RE: Aquatic Townhomes Yes...but, let's talk more about the LOMR-F and flood zone vs. X zone. Our conversation was the first I've heard about the LOMR-F. I've copied our LDR Section on building height, below. We have three possibilities, depending on flood zone and variation of grade across the site. Regarding FFE, we have two possibilities: 1) Site is in the flood zone: BFE+ Freeboard 2.5 ft. In this case 6'+2.5'=8.5' 2) Site is out of the flood zone: Minimum FFE is 7.4' NAVD (Local ordinance) and 12" above the nearest edge of the street(Florida Building Code) I think we have to know more about the LOMR and flood zone. Dan • Height of building shall mean the vertical distance from the applicable beginning point of measurement to the highest point of a building's roof structure or parapet,and any attachments thereto, exclusive of chimneys. The appropriate method of determining the maximum allowable height of building shall be used in accordance with the following: (a) Parcels within designated special flood hazard areas as delineated on the Federal Emergency Management Agency(FEMA)flood insurance rate map(FIRM)shall use the required finish floor elevation as the beginning point of measurement. (b) Parcels that are not located within a designated flood hazard zones and which have topographic variation of less than two(2) feet as demonstrated by a certified topographical survey shall use the highest established grade as the beginning point of measurement. Alternatively, property owners may use the calculated average grade method if preferred. (c) Regardless of flood zone designation, parcels with topographic variation of more than two(2)feet as demonstrated by a certified survey of topography, including all ocean front parcels, shall provide a certified survey of the calculated average grade,and the calculated average grade shall be used as the beginning point of measurement, excepting those parcels where the only topographical variation is a city-maintained drainage easement where the method described in preceding subsection(b)shall be used. (d) Single-story construction where height of building is clearly below the maximum permitted height shall not be required to provide a certified survey of the calculated average grade, but shall provide the height of building as measured from the established grade on the elevation sheets of construction plans. From: Justin Williams [mailto:jwilliams@cwieng.com] Sent: Wednesday, May 18, 2016 4:58 PM To: Arlington, Daniel Cc: Carper, Rick; Jacobovitz, Donald; William Norris (williamnPtribridgeres.com); Rick Welch Subject: Aquatic Townhomes Hey Dan, Thank you for the phone call. I am just confirming our conversation that we will raise the finish floors of the buildings to be a minimum elevation 8.50 NAVD88 based on an established BFE of 6.0 shown on the current effective FIRM maps 1 dated 6/3/13. Also,we will measure the maximum building height from finish floor since the structures are in an AE zone. Thanks for your help. Justin Williams, P.E. Sr. Project Manager r , Connelly & Wicker Inc. Planning • Engineering • landscape Architecture 10060 Skinner Lake Drive I Suite 500 I Jacksonville, Florida 32246 P:904.265.3030 I F:904.265.3031 I C:904.705.6963 www.cwieng.com 2 ` BUILDING PERMIT APPLICATION I L: ,F; ,i_ CITY OF ATLANTIC BEACH ry 800 Seminole Road,Atlantic Beach FL 32233 Office:(904)247-5826 • Fax:(904)247-5845 Job Address: Northwest corner of Aquatic Drive and Atlantic Blvd. Permit Number: Legal Description ��ll RE# 17 7 b 27�.etva9 Valuation of Work(Replacement Cost)$ 4 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): Addi on Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): ommercta Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No 4 • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Florida Product Approval# for multiple products use product approval form Property Owner Information + ' s_ Name:,t_( W1 t1i 8'M I"`address; 1575 14 M- 61P e• DR., NAV/ t;(n )SIC 2f7D City LfJ1ft( StateQlaZip '7.j.52,11-5Phone 90- —3(x`7-- (oI:,7�aj E-Mail 1,JU}1:1--1r►S1- ISI c '1'-'14.'17-S•t_1 1. Owner or Agent (If Agent,Power of Attorney or Aaeacy Lotter Required) WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE l RECORDING YOUR NOTICE OF COMMENCEMENT. Contractor Information: Name ofCompany: Urban Partners Construction, LLC Qualifying Agent: eAn1Utab°E- t✓'r7r l?lt1.' Address: 323B each Blvd. City Jax. State Zip FL 32207 Office Phone 904-270-2225 Sob Site/Contact Numbe- 904-591-7929 State Certification/Registration# C( C, l51`S3-79 E-Mail Et urbanpartnersgroup.com Architect Name&Phone# Poole&Poole Architecture 804-225-0215 Engineer's Name&Phone# Connelly&Wicker, Inc. 904-265-3030 _ Worker's Compensation 3_ a -' ki U d -1-1J5U' ' 1 . S u ' : 4 empt usurer case p oyees .xptration r.to Application is hereby made to obtain ai permit to do the work and installations as indicated /certify that no work or brstallatton has comme:reed poor to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in tris jrtri sdtction. ?/ifs pe stir 6comesrhs fat a d time a ler work insocamnre enc d I un rdws e�6)months,or if con rtruetion or work is sus. tided or abandoned]for a Pe y j nd that separate permits must be secured jos cartes!Wor P1 ing, Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks and Air Conditioners,etc. e t/, ,1 Signature of Property Owner: Signature of Contractor i ,/i.� lf Before me this Day of Before me this Day of Notary Public: Notary Public: I hereby ccriifi'that I have read and examined this application and know the same to be trite and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permitdoes not presume to give authority.to violate or cancel the provisions of any other.federal.state,or local law regulating construction or the performance of construction. Rev.3/14/16 4"tr tjt w 1�. • s CITY OF ATLANTIC BEACH 800 Seminole Road 904-247.5800 ..r Atlantic Beach,Florida 32233-5445 Fax 904-247-584 SITE DEVELOPMENT PERMIT (for filling, grading or topographically altering land) PLEASE SUBMIT(2)COMPLETE SETS OF PLANS WITH APPLICATION. Date March 21 r 2016 - PERMIT'# Job Address Northwest corner of Aquatic Dr.and Atlantic Blvd, ISSUED BY THE CITY - Permttee: TBR Aquatic Owner, LLC Telephone# 404-367-6523 Permittee Address: 1575 Northside Dr. Bldg 100, Ste.200,Atlanta, GA 30318 Email Address williamn@tribridgeres.com Fax Number: i Requesting Permission to commence site development Involving the following activity; Clearing,grubbing, filling,grading,construction of utilities,drainage and roadways Location: (Reference to Cross-Street) Northwest corner of Aquatic Drive and Atlantic Blvd. The following permits have been submitted Tree Removal ?of Demolition XX THIS APPLICATION INCLUDES A L INFORMATION REQUIRED BY THE CITY'S SITE DEVELOPMENT PERMIT CHECKLIST ✓ (Must be signed by Applicant) 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities,both aerial and underground and the accurate locations are shown on the sketches, 2. Any work proposed In City rights of way or easements shall be subject of a separate Right of Way and Easement Permit Application. 3. Ail work shall meet City of Atlantic Beach, City of Jack onville or Florida Depgrtme.nt of Transportation Standards and be performed under the supervision of (An I_ ." ..1).AiOlJ Conti rctor's Project Superintendent)located atI.., �7 1 1 p ) -� Lt■ GSL. . Telephone#:�. 4. Calculations showino env increase in Impervious area on owner's lot acid i or in the city Rig o Way are tq be included with this application. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. i 6. This permittee shall commence actual construction in good faith within 69 days. If the beginning date Is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred In the area that would affect the permitted construction. 7. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again • immediately upon completion. OWNER Signed: Date: Before me this day of In the County of Duval, State Of Ftorlde,has personally appeured Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: Produced Identification: SON 'FIRE '11 4,1Y zw m o Q iirsoro , SCUE O Office of the Fire Marshal Plans Review Fire Department Access and Water Supply The requirements identified in this document are minimum standards. The Authority Having Jurisdiction (AHJ),based on specific firefighting/and or Emergency Medical Service (EMS) needs,may require necessary modifications to these minimum standards on a case- by-case basis. Fire department access roads must be provided for every community,facility,building, or portion of a building.Set-up sites, fire lanes,and slopes in a project must be able to accommodate a truck with dimensions as follows. Overall length: 46 feet, 10 inches Bumper to bump: 32 feet Wheelbase length: 256 inches Required dimensions for fire department access roads •All pertinent dimensions of fire department access roads such as drivable roadway width turn radius, cul-de-sacs,and T or Y turnarounds must be identified on a site plan.All sidewalks and green space shall be identified separate from roadway dimensions. • The minimum dimensions for fire department access roads shall be 20 feet unobstructed width (two-way traffic) and not less than 13 feet 6 inches of unobstructed vertical clearance NFPA 1 18.2.3.4.1.1 The AHJ will accept one-way traffic lanes to be a minimum of 15 feet unobstructed width. • Fire Department access roads will have an unobstructed vertical clearance of not less than 13Ft. 6 Inches NFPA 1 18.2.3.4.1.2 • Dead end fire department access roads exceeding 150 feet shall be provided with approved provisions for the turning around of fire apparatus NFPA 1 18.2.3.4.4 Building access •A fire department access road shall extend to within 50 feet of a single exterior door providing access to the interior of any and all buildings NFPA 1 18.2.3.2.1 • Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 feet(450 feet if fully sprinklered) from a fire department access road as measured by an approved route around the exterior of the building or facility NFPA 1 18.2.3.2.2 &NFPA 1 18.2.3.2.2.1 6,240,1,1 fi Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Gated communities or properties • Gates to communities or properties shall be a minimum 15 feet clear width if the approach to and/or departure from the gate is not within a turn radius. • Gates that are within a turn radius shall be a minimum 20 feet clear width. • Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted Emergency vehicle support capability • Fire department access roads shall be designed and maintained to support a minimum of 40 tons and shall be provided with a surface suitable for all-weather driving capabilities NFPA 1 18.2.3.4.2 Non-Paved Fire Department Access Roads • Fire Department access roads permitted to traverse through non-paved areas via"grass pavers" or other approved means that will allow grass,foliage,or other landscaping material to grow shall be clearly delineated with signs complying with NFPA 1 Florida Edition 1 18.2.3.5.1 The edges of non-paved Fire Department access roads shall also be delineated in a manner that will make the access road apparent under all conditions. Fire hydrants.sprinkler systems.and other fire related devices • Clearance from landscaping, parking, or other obstructions around fire hydrants and fire department connections to sprinkler systems shall be a minimum of 36 in front of and to the sides of each appliance NFPA 1 18.5.3 Water Supply • An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings, or portions of buildings are hereafter constructed or moved into the jurisdiction. The approved water supply shall be in accordance with NFPA 1 18.4. • Where no adequate or reliable water distribution system exists, approved reservoirs, pressure tanks, elevated tanks, fire department tanker shuttles, or other approved systems capable of providing the required fire flow shall be permitted NFPA 1 18.3.1.1 !M4 Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net OKSONVj<<t�` f%RE 17 c' Y OA, t•-• tiJ 27 �jj- S ES 9 C\ Qq FSCUE 0) FIRE AND RESCUE DEPARTMENT December 23, 2014 INFORMATIONAL BULLETIN#14-65 TO: All Fire and Rescue Personnel FROM: Kurtis R. Wilson, Division Chief/Operations7// - RE: New JEA and Private Hydrant Markings Prior to our last ISO rating, private fire hydrants in Duval County were painted red to delineate them from JEA's hydrants and to allow JFRD crews to get permission from the owner prior to flow testing or maintenance reporting. ISO requires all hydrants in our jurisdiction to meet NFPA 291 Recommended Practice for Flow Testing and Marking of Hydrants regardless of ownership. NFPA 291 Chapter 5 Marking of Hydrants 5.1 Classification of Hydrants. Hydrants should be classified in accordance with their rated capacities at 20 psi as follows: (1) Class AA— Rated capacity of 1500 gpm or greater (2) Class A— Rated capacity of 1000-1499 gpm (3) Class B — Rated capacity of 500-999 gpm (4) Class C — Rated capacity of less than 500 gpm 5.2.1.2 The tops and nozzle caps should be painted with the following capacity-indicating color scheme to provide simplicity and consistency with colors used in signal work for safety, danger, and intermediate condition: (1) Class AA— Light blue (2) Class A— Green (3) Class B — Orange (4) Class C — Red 5.2.1.3 For rapid identification at night, it is recommended that the capacity colors be of a reflective-type paint. s � Whr r,Honda Regina. 515 N.Julia Street I Jacksonville,FL 32202-4128 ( Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net INFORMATIONAL BULLETIN#14-65 Effective today, all new private hydrant installations will meet the NFPA 291 requirement and the body of the hydrant will be painted bright white to denote a non-JEA owned hydrant (private). This process is handled through the Fire Marshal's Plans Review department. JEA will meet the requirement by color coding the hydrants on our Fire Station Location and Hydrant Proximity GIS mapping tool found at http://maps.coj.net/hvdrantproximity/ It will take a while for all the old red hydrants to be painted to meet the new standards and JEA is updating the GIS program as flow rates become available through their maintenance process. In short, you will begin to see three sets of colored hydrants in Duval County: yellow, red, and white with painted caps. I strongly recommend you become familiar with the NFPA color markings and flow rates as this might impact you choice of hydrant at a scene. KRW/kh 6901Q54 Where fkoidaBegnn. 515 N.Julia Street I Jacksonville,FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net G:/CSONVjs�cc fIRE 7T 01Y oA171 33 Z �y taxon 9ESC' PQ 9FSCUE D Office of the Fire Marshal Plans Review Fire Department Access and Water Supply The requirements identified in this document are minimum standards. The Authority Having Jurisdiction (AHJ),based on specific firefighting/and or Emergency Medical Service (EMS) needs, may require necessary modifications to these minimum standards on a case- by-case basis. Fire department access roads must be provided for every community, facility,building, or portion of a building. Set-up sites, fire lanes,and slopes in a project must be able to accommodate a truck with dimensions as follows. Overall length: 46 feet, 10 inches Bumper to bump: 32 feet Wheelbase length: 256 inches Required dimensions for fire department access roads •All pertinent dimensions of fire department access roads such as drivable roadway width turn radius, cul-de-sacs,and T or Y turnarounds must be identified on a site plan.All sidewalks and green space shall be identified separate from roadway dimensions. • The minimum dimensions for fire department access roads shall be 20 feet unobstructed width (two-way traffic) and not less than 13 feet 6 inches of unobstructed vertical clearance NFPA 1 18.2.3.4.1.1 The AHJ will accept one-way traffic lanes to be a minimum of 15 feet unobstructed width. • Fire Department access roads will have an unobstructed vertical clearance of not less than 13Ft. 6 Inches NFPA 1 18.2.3.4.1.2 • Dead end fire department access roads exceeding 150 feet shall be provided with approved provisions for the turning around of fire apparatus NFPA 1 18.2.3.4.4 Building access •A fire department access road shall extend to within 50 feet of a single exterior door providing access to the interior of any and all buildings NFPA 1 18.2.3.2.1 • Fire department access roads shall be provided such that any portion of the facility or any portion of an exterior wall of the first story of the building is located not more than 150 feet(450 feet if fully sprinklered) from a fire department access road as measured by an approved route around the exterior of the building or facility NFPA 1 18.2.3.2.2 &NFPA 1 18.2.3.2.2.1 eyarAri,:::5,. Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Gated communities or properties • Gates to communities or properties shall be a minimum 15 feet clear width if the approach to and/or departure from the gate is not within a turn radius. • Gates that are within a turn radius shall be a minimum 20 feet clear width. • Fire Department access to gated communities shall be by Knox Key Switch ONLY or Knox padlock model on manual gates where permitted Emergency vehicle support capability • Fire department access roads shall be designed and maintained to support a minimum of 40 tons and shall be provided with a surface suitable for all-weather driving capabilities NFPA 1 18.2.3.4.2 Non-Paved Fire Department Access Roads • Fire Department access roads permitted to traverse through non-paved areas via"grass pavers" or other approved means that will allow grass,foliage, or other landscaping material to grow shall be clearly delineated with signs complying with NFPA 1 Florida Edition 1 18.2.3.5.1 The edges of non-paved Fire Department access roads shall also be delineated in a manner that will make the access road apparent under all conditions. Fire hydrants.sprinkler systems.and other fire related devices • Clearance from landscaping, parking, or other obstructions around fire hydrants and fire department connections to sprinkler systems shall be a minimum of 36 in front of and to the sides of each appliance NFPA 1 18.5.3 Water Supply • An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings, or portions of buildings are hereafter constructed or moved into the jurisdiction. The approved water supply shall be in accordance with NFPA 1 18.4. • Where no adequate or reliable water distribution system exists, approved reservoirs, pressure tanks, elevated tanks, fire department tanker shuttles, or other approved systems capable of providing the required fire flow shall be permitted NFPA 1 18.3.1.1 e9arAltilni‘ Where Florida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Fire Flow Requirements for Buildings • Fire flow requirements for buildings hereafter constructed or moved into the jurisdiction shall be in accordance with Section 18.4.of NFPA 1 and Table 18.4.5.1.2 (see below). Table 18.4.5.1.2 Minimum Required Fire Flow and Flow Duration for Buildings Fire Flow Area ft'('0.0929 for m2) I(443).1(332), W(21u1). Fire Flow gpm+(' Flow Duration 11(212)• I1(111),111(211)* V(111)* 11(000).11I(200)- V(000)` 3.785 for L/min) (hours) 0-22.700 0-12.700 0-8200 0-5900 0-3600 1500 22.701-30.200 12,701-17.000 8201-10.900 5901-7900 3601-4800 1750 30.201-38.700 17,001-21.800 10.901-12.900 7901-9800 4801-6200 2000 2 38.701-48.300 21.801-24,200 12,901-17.400 9801-12.600 6201-7700 _ 2250 48.301-59.000 24.201-33.200 17.401-21.300 12.601-15.400 7701-9400 _ 2500 59.001-70.900 33.201-39,700 21.301-25.500 15,401-18.400 9401-11,300 2750 , 70.901-83,700 39.701-47,100 25,501-30.100 18.401-21.800 11.301-13.400 3000 _ 83.701-97.700 47,101-54.900 30.101-35.200 21,801-25.900 13.401-15.600 3250 3 97,701-112.700 54,901-63.400 35.201-40,600 25.901-29,300 15,601-18.000 3500 112.701-128700 63.401-72,400 40.601-46,400 29,301-33,500 18,001-20.600 3750 128.701-145.900 72.401-82,100 46,401-52.500 33,501-37.900 20,601-23,300 4000 145,901-164.200 82,101-92.400 52.501-59.100 37.901-42.700 23,301-26.300 4250 164.201-183.400 92,401-103.100 59.101-66,000 42,701-47,700 26.301-29,300 4500 183,401-203.700 103.101-114.600 66,001-73.300 47,701-53.000 29.301-32.600 4750 203.701-225.200 114.601-126.700 73,301-81.100 53,001-58.600 32,601-36.000 5000 225.201-247.700 126.701-139.400 81,101-89,200 58,601-65,400 36.001-39,600 5250 247,701-271.200 139,401-152.600 89201-97,700 65.401-70.600 39,601-43.400 5500 271201-295.900 152.601-166.500 97,701-106.500 70.601-77.000 43,401-47.400 5750 Greater than 295.900 Greater than 166.500 106,501-115.800 77.001-83,700 47,401-51.500 6000 4 115.801-125.500 83,701-90.600 51.501-55.700 6250 125.501-135.500 90,601-97.900 55.701-60.200 6500 135.501-145.800 97.901-106.800 60.201-64.800 6750 145,801-156.700 106.801-113.200 64,801-69.600 7000 156.701-167.900 113.201-121300 69.601-74.600 7250 167.901-179.400 121.301-129.600 74.601-79.800 7500 179.401-191.400 129.601-138300 79.801-85.100 7750 Greater 1 40than Greater than 138,300 Gr85 0eater 0 n 8000 *Types of construction are based on NFPA 220. !Measured at 20 psi(139.9 kPa). • Required fire flow shall be allowed to be reduced by 75% when the building is protected throughout by an approved automatic sprinkler system. rS(� Yttf�, yl Where 1-lurida Begins. 214 N. Hogan Street I Jacksonville, FL 32202-4128 I Phone: 904-255-8320 I Fax: 904-255-8559 I bratliff@coj.net Gy,SON (t(* FIRE "PIGet Y O 2 rn p A. 0RESC\ 411k, QpQ 'FSCUE c) FIRE AND RESCUE DEPARTMENT December 23, 2014 INFORMATIONAL BULLETIN#14-65 TO: All Fire and Rescue Personnel FROM: Kurtis R. Wilson, Division Chief/Operations7/G6- RE: New JEA and Private Hydrant Markings Prior to our last ISO rating, private fire hydrants in Duval County were painted red to delineate them from JEA's hydrants and to allow JFRD crews to get permission from the owner prior to flow testing or maintenance reporting. ISO requires all hydrants in our jurisdiction to meet NFPA 291 Recommended Practice for Flow Testing and Marking of Hydrants regardless of ownership. NFPA 291 Chapter 5 Marking of Hydrants 5.1 Classification of Hydrants. Hydrants should be classified in accordance with their rated capacities at 20 psi as follows: (1) Class AA— Rated capacity of 1500 gpm or greater (2) Class A— Rated capacity of loom-1499 gpm (3) Class B — Rated capacity of 500-999 gpm (4) Class C — Rated capacity of less than 500 gpm 5.2.1.2 The tops and nozzle caps should be painted with the following capacity-indicating color scheme to provide simplicity and consistency with colors used in signal work for safety, danger, and intermediate condition: (1) Class AA— Light blue (2) Class A— Green (3) Class B — Orange (4) Class C — Red 5.2.1.3 For rapid identification at night, it is recommended that the capacity colors be of a reflective-type paint. eaden G ' Honda ins. 515 N.Julia Street I Jacksonville,FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net INFORMATIONAL BULLETIN#14-6j Effective today, all new private hydrant installations will meet the NFPA 291 requirement and the body of the hydrant will be painted bright white to denote a non-JEA owned hydrant (private). This process is handled through the Fire Marshal's Plans Review department. JEA will meet the requirement by color coding the hydrants on our Fire Station Location and Hydrant Proximity GIS mapping tool found at http://maps.coj.net/hydrantproximity/ It will take a while for all the old red hydrants to be painted to meet the new standards and JEA is updating the GIS program as flow rates become available through their maintenance process. In short, you will begin to see three sets of colored hydrants in Duval County: yellow, red, and white with painted caps. I strongly recommend you become familiar with the NFPA color markings and flow rates as this might impact you choice of hydrant at a scene. KRW/kh p� G Where Fatist Begins. 515 N.Julia Street I Jacksonville, FL 32202-4128 I Phone:904.630.7871 I Fax:904.630.0478 I krwilson@coj.net