319-323 AHERN ST REVISION ba tp�
C)
CITY
CITY OF ATLANTIC BEACH
800 Seminole Road
�S 1'1 —0a—J S Atlantic Beach,Florida 32233
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS t
Date ((C I Revision to Issued Permit Corrections to Comments_ Permit#
Project Address
Contractor/Contact Name
Phone q oq` ��� _ 3�S� Email 6LO 4 bSSW LAC, CO A')
Description of Proposed Revision/Corrections: Permit Fee Due $
Additional Increase in Building Value $ Additional S.F.
By signing below,I affirm the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied 001� Not Applicable to Department
Revision/Plan Review Comments LTE 14�'•'O��'>
Department Review Required:
��Plaln�6n�in—( .�o
ning_- viewed By
T trator
Public Utilities
,.>
tyy. Date
ire Services
•
Fire Plans Review Fire Prevention Division
214 N. Hogan Street, Room 281
Jacksonville, Florida 32202
February 26, 2018
Ahern Townhomes @ Atlantic Beach
Application Prosser 116073.01
Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting
corrected sheets, please provide a written narrative letter responding to our comments and directing the
plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL"
RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing
areas were changes or corrections have occurred and re-inserted with the original set of drawings with old
sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that
written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets)
of electronic documents.
FIRE DEPARTMENT ACCESS: NFPA 1, 18.2.3.2.1
A fire department access road shall extend to within 50ft (15m) of at least one exterior door that can be
opened from the outside and that provides access to the interior of the building. When required by the
authority having jurisdiction, road(s) or parking lots providing access to the main entrance door(s) shall be
considered access roads and shall comply with the requirements of 18.2.3.4.1.1 and 18.2.3.4.1.2.
DRIVING SURFACE: NFPA 1, 18.2.3.4.2 Surface.
Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus
and shall be provided with an all-weather driving surface. (JFRD Apparatus Average Weight is 32 Tons).
DEAD ENDS: NFPA 1, 18.2.3.4.4 Dead Ends.
Dead-end fire department access roads in excess of 150ft (46m) in length shall be provided with approved
provisions for the apparatus to turn around.
TtJRNtNGRADIUS-"NFPA-1,--18.2.11-4Turning Radius
NFPA 1, 18.2.3.4.3.1 the turning radius of a fire department access road shall be as approved by the AHJ. (JFRD
Turning Radius is 46 .) NFPA 1, 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum
road width.
ReT;uired Fire Flow: NFPA 118.4 and Table 18.4.5.1.2
Please Provide Fire Flow Calculations Performed Within The Last Year For the Nearest Fire Hydrant Located
Within 500' Of The Most Remote Point Of The Proposed Building In Accordance With NFPA 1, Chapter 18 "Fire
Flow Requirements For Buildings" (2012 5th Edition) NFPA 1, 18.4.1.1* The procedure determining fire flow
requirements for buildings hereafter constructed or moved shall be in accordance with Section 18.4.NFPA 1,
18.4.5.2 Buildings Other Than One- and Two-Family Dwellings. The minimum fire flow and flow duration for
buildings other than one- and two-family dwellings shall be as specified in Table 18.4.5.1.2. 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.
V
Oar-(,
CITY OF ATLANTIC BEACH
1 f - 8 2018 800 Seminole Road
s� Atlantic Beach'Florida 32233
.9 Department
YW
antic Beach, FL Q LS 1-1 -�
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
si 0&Sty wkwo
Date Revision to Issued Permit Corrections to Comments_ Permit# 0,(-SQ — (9 oatoT
` /� .3r�3 3u��'3o � 3aG �• 3 t11'313�•315�•3i�� .aIq�
Project Address • �d� l9Yo^P1 '3 1 •3a 3
Contractor/Contact Name / 16-(.-/-
Phone FV 9%21'�-J_0 0 3 Email
Description of Proposed Revision/Corrections: Permit Fee Due $
lze5 Detn5J-n 14 eG "%.L l I' ! I c VICtf.
Additional Increase/in Building Value $ Additional S.F.
By signing b w / tL 6 affirm the Revision is inclusive of the proposed changes.
'nted e)
Si a re of cto /Agenton ractor mustincrease in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
Department Review Required:
Bu� ��-
anrnn &Zonin Reviewed By
inistrator
ub� a�9 /f
ublic Utilities
Date
ire Services
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JaCk$ ;
WHEEL & AXLE LOADS �nvi1le
Designers use H-20 or HS-20 from AASHTO
0
(shown below), or specific axle configurations — ' y �nb� Dig
(shown adjacent), to express the extreme load
effect created by heavy vehicles such as O onF10ArA4-2luaIts.
transports, buses and fire trucks. These in turn S °0
are used to calculate the moment (bending) 211t As
and shear acting on a bridge or other Tunes =
suspended segment as the vehicle passes over sa
it. For example, the lid of a concrete vault
would need to be able to support the specified
loading to make sure the fire truck did not
collapse the lid and fall into the vault itself.
H-20 and HS-20 loading
its-2o!a9�a
32J[r
Paver systems include a fully supportive base, and are in no way suspended over an
opening into which they can collapse; therefore, the application of H-20 or HS-20 loading
is not required.
POINT LOADS
In terms of being able to withstand the surface pressure exerted by the truck tires, the
heaviest gross axle weight (GAW) for a fire truck that the author could find was 24,000
pounds on a single steering axle; assuming standard tires are used (even though Super
Single tires are required) the maximum weight on each of the wheels is 12,000 pounds
(24,000 pounds/2 wheels). Using a conservative contact area on the bottom of the
wheel of 8 inches square,Ahen the pr"sure exerted by each front wheel is 187.5 psi
(12,000 pounds/64 square inches). Any concrete paver offered under the Belgard line is
made in accordance with ASTM C936, which calls for an average compressive strength
of 8.000 psi with no individual unit being less than 7,200 psi. So, simply put, the pavers
are on average 40 times stronger in compression than required to withstand the surface
pressure that would-be-exerted under these extreme conditions.
When the stabilizer outriggers are in place, a point load of as much as 45,000 pounds
can be applied to the pavement surface. Although significant, when distributed over an
"unfactored" stabilizer plate surface area of 0.97 square feet (area of 10x14 inches), this
equates to a surface pressure of 322 psi, which again is well within the compressive
strength capabilities of paver. As a final thought, should one or more pavers become
damaged, these individual units can be removed and replaced without compromising the
structural integrity of the system (instruction manual available upon request).
MILTON J WOOD FIRE PROTECTION - ELECTRIC FIRE PUMP TEST SHEET
PROJECT: REICHHOLD Inc.,400 DOREMUS AVENUE,NEWARK,NJ 07105 AREA: DIESEL PUMP-B13 PROJECT NUMBER:
TEST DATE: IMarch 30, 2000 TESTED BY: MICHAEL BARRETT/MJWFP WITNESSED BY: JOE HOWARD/REICHHOLD
PUMP MAKE: AURORA PUMP TYPE: 8-481-178 PUMP SERIAL NO: 57-66450
RATED GPM: 2000 RATED PSI: 75 150%GPM: 3000 65%PSI: 49 RATED CHURN PSI: 85
MOTOR MAKE: I MOTOR TYPE: I MOTOR SERIAL NO:
RATED H.P. I RATED RPM: RATED VOLTAGE: SERVICE FACTOR: FULL LOAD AMPS:
CONTROLLER MAKE: CONTROLLER TYPE: CONTROLLER SERIAL NO:
OUTLET PITOT READINGS AND CALCULATED FLOWS TOTAL %OF PRESSURE VOLTS AMPS
RPM
SIZE Pitot flow pitot flow pitot flow Pitot flow Pitot flow Pitot flow pitot flow Pitot flow FLOW RATED SUCT DISC NET P1 P2 P3 P1 P2 P3
CHURN 0 0 0 0% 50 175 125 80 80 80
1.75" 253 253 13% 45 165 120 90 90 90
1.75" 256 256 512 26% 40 155 115 98 98 90
1.75" 289 256 256 801 40% 35 145 110 87 78 99
1.75" 268 256 254 288 1066 53% 30 135 105 67 87 100
1.75" 1 243 256 2541 1 258 326 1337 67% 25 125 100 123 123 123
1.75" 258 256 254 268 236 265 1537 77% 20 115 95 145 145 145
1.75" 269 256 254 259 236 256 256 1786 89% 15 105 90 150 150 150
1.75" 256 256 245 256 245 245 245 256 2260 113% 10 95 85 160 160 160
0 0% 0 ah
COMMENTS:
Ahern Town Homes printed 1/2/2018
Www WHYDRANT TEST SHEET
FIRE SYSTEMS
LOCATION: Ahern Town homes JOB NUMBER 171219-0023
TEST DATE 22-Dec-17 TEST TIME 12:00 AM OPENING DIAMETER: 2.50 in HYDRANT COEFICIENT: 0.90
STATIC PRESSURE 50 psi RESIDUAL PRESSURE 46 psi PITOT PRESSURE: 35 psi RESIDUAL FLOW: 993 gpm::]
CALCULATED FLOW THAT IS AVAILABLE @ 20 PSI: 2947 gpm CALCULATED FLOW THAT IS AVAILABLE @ 0 PSI: 3883 gpm
COMMENTS.
—22-Dec-17 ■ static residual ♦ 20 psi ♦ 0 psi
60
50 ---
40
0
a
30
rA _
LU
a 20
10
0 500 1000 1500 2000 2500 3000 3500 4000 4500
FLOW [gpm]
RE`V "'
Jacksonville Fire evor Vor Ct,
❑ NO EXCEPTION_
❑ EXCEPTIONS AAj k
SHEET#
'A Permit Reviews
City of Atlantic
i Beach
Permit Number: RES17-0269 Description: 301 Ahern St(GeoTrak to be added) new townhome
construction
Applied: 11/15/2017 Approvec: Site Address: 301 AHERN ST
Issued: rivaled: City,State Zip Code:ATLANTIC BEACH,FL 32233
Status: RECEIVED Applicant:<NONE>
Parent Permit: Owner:AHERN TH PROJECT LLC
Parent Project: Contractor: <NONE>
Details: RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018
RETURNED
SEINIT DATE DATE DUE DATE TYPE CONTACT STATUS REMARKS
Review Group:2ND REVIEW
1118/2018 1?1?+2J1? SUBMITTAL Jennifer Johnston APPROVED
COMPLETENESS
Note.
rel=ive,:: e_�po•ise to PW&PU comments,routed to;:ire(Bldg.to review once returned from Fire),P&Z,PW,&PL;
i s X013 2/22/2018 1/29/2018 ZONING Derek Reeves DENIED
Correction Comments:
1.Height:Section 24-17 requires height to be measured from grade tc the highest point of 3 building's roof structure or parapet and any attachments
thereto,exclusive of chimneys.Please show the overall height from grade or,plans.Note that the height cannot exceed 35 feet.
2.Site Plans:The architectural and civil site plans do not match.For exampie:number and location of parking along Ahern Street,driveway
Configuration on East Coast Drive. It is believed that the civil set is the most current Please revise accordingly.
3. Fencing:6 foot fencing is shown on the north property line.Please clarify the exact location of the 6 foot fencing.Show distarce to property lines
where fencing stops.
4.Wall Height:The height of the walls around the A/C equipment and along the north side of the courtyards is shown to be 5 feet 6 inches tall.It
appears this measurement is frornP the finish floor of the first floor.Please show the height of these walls from grade.
Informational Comments:
?.Tree Permit:Calculations for tree mitigation will be sent separately under the tree removal permit.-
1.) Overall building height has been revised. Please see elevations and sections (�'h,�`I -A3 )
2.) The architectural site plan has been adjusted to match the civil. See sheets (a00aille Fire Prey
3.) Privacy fence location dimensions can be found on sheet A101. Prove Oit
4.) Please refer to elevations (A300-A302)
RECEIVED <. �y
O EX EpT��'ONS
MAR - 8 2018 SHEET S AS HGTEI)
Building Department
City of Atlantic Beach, FL
f �1
1/18/2018 2/21/2018 1/29/2018 BUILDING Build-R DENIED
Notes:
'. Plans show a total height of building of 34'-11",measured from FFE. COAG LDR Section 59 limits maximum building heights to 35'-00,measured from
established grade. Buildings appear to be too high.
2. Please provide FFE for each slab. FFE must be minimum 1.6 feet above edge of pavement,at center line of slab.
3. Please submit two original copies of all truss engineering,signed off by Engineer of Record,as meeting his design.
4. Please submit Florida Energy Sheets and calculations,per FBC-EC,Section R401.2 and EPL Display Card,per FBC-EC,Section R401.3.
5. Please submit Florida Product Approval Sheets,including all products,per FAC 913-72. Florida Numbers must include decimal places to indicate
specific products.
C. Please indicate smoke detectors,per FBC-R,Section R314 and CO detectors,per FBC-R,Section R315 on plans.
7. Please submit details for roof/attic ventilation,per FBC-R,Section R806.
S. This is a three story stucco building,over wood frame and partial masonry cci,struction. Please submit details for the installation of lath,flashing,
accessories,and stucco plaster,per FBC-R,Section R703.7,ASTM C926,and ASTM C1063.
9. Please show a wall-switch-controlled lighting outlet outside of each garage passage door.
1.) Overall building height has been revised. Please see elevations and sections (sheets A3OO-A403)
2.) Please see sheet A101. Edge of pavement is 10'-6 Slab FFE of slabs to be 12'-0"
3.) Signed and sealed truss engineering to be provided by engineer.
4.) Florida Energy Sheets to be provided by builder.
5.)Florida Product Approval Sheets to be provided by builder. y
6.) Smoke detectors and carbon monoxide detectors indicated on reflected ceiling plans. See sheets A700-A794 *.;.,;
7.) Specification added to drawing 1/A500 AND 1/A501: "PERFORATED CEMENT BOARD SOFFIT. VENTED SOFFIT
AREA TO EQUAL 1/150 OF THE ROOF AREA MIN. TYPICAL."
8.)Specification added to drawing 1/A501: "STUCCO: FINISH COAT ON BROWN COAT OVER SCRATCH COAT ON
WIRE LATH OVER VAPOR BARRIER ON WOOD SHEATHING. TYPICAL."
9.)Revised. See sheet E101
11/15/2017 11/28/2017 11/27/2017 PUBLIC WORKS Public Works DENIED Received at PW
11/16/17
Notes'
See Conditiois of Approval that will be printed on Permit.
See Attachment-Letter emailed to Contractor.
Provide impervious surface calculations for entire lot(existing and post construction).
A Revocable Encroachment Permit must be obtained for each address.
Provide manufacturer's cut sheets for 50%credit on pervious pavers.
Provide paver installation method(must meet I.C.P.I.).
1.) Existing impervious surface calculation added to sheet A100. Only 2 of the 4 lots had structures at the time of
acquisition. Thus the existing impervious surface of the existing site is only 7371 sq. ft. or 19% of the 4 lots. After
performing delta volume calculations we find it would not be feasible to require 6,608 cubic feet. We have currently
maximized the on site storm-water retention which holds 4,844 cubic feet on the north end of the site.
2.)Revocable encroachment permit to be obtained by builder.
3.) Manufacturer cut sheet for Tremron turf block and pervious paver attached.
4.) Paver installation method from I.C.P.I attached.
1/18/201 2/5/2018 1/29/2018 Pi ELIC i_TILITIES Pub& APPROVED Received at PW
; i_tilities W/CONDITIONS 1/19/18
N otes:
See Conditions of Approval that will be printed on Permit.
See Attachment-New Water/Sewer-ap Request.
1/18/ .'1 2/27/2018 1/29%2018 FIRE F ., DENIED
OUCKSUM7retire Praventio"
See Fire Dept. comments on following page.
NO EXCEPYrOP4S
EXCEPTfONS AS l',acra'tl
SHEET##
1
Fire Plans Review Fire Prevention Division
214 N. Hogan Street, Room 281
Jacksonville, Florida 32202
RESPONSE BY MARK MACCO ARCHITECTS 3-6-2018
February 26, 2018
Ahern Townhomes @ Atlantic Beach
Application Prosser 116073.01
Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting
corrected sheets, please provide a written narrative letter responding to our comments and directing the
plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER "WILL"
RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded clearly showing
areas were changes or corrections have occurred and re-inserted with the original set of drawings with old
sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that
written narrative is submitted under correspondence along with a "complete set" (not just the revised sheets)
of electronic documents.
FIRE DEPARTMENT ACCESS: NFPA 1, 18.2.3.2.1
A fire department access road shall extend to within 50ft (15m) of at least one exterior door that can be
opened from the outside and that provides access to the interior of the building. When required by the
authority having jurisdiction, road(s) or parking lots providing access to the main entrance door(s) shall be
considered access roads and shall comply with the requirements of 18.2.3.4.1.1 and 18.2.3.4.1.2.
Access roads (driveway between garages and road) provides access within 50 feet of a door for all dwellings. The
driveway of the western block f nit has been drawn with more clarity.
DRIVING SURFACE: NFPA 1, 18.�. .4. Surface.
Fire department access roads shall be designed and maintained to support the imposed loads of fire apparatus
and shall be provided with an all-weather driving surface. (JFRD Apparatus Average Weight is 32 Tons).
Asphalt is an acceptable surface. See attached literature about pressure of fire truck. It is less than 200 psi. Even pavers
are rated for 4,000 psi and up
DEAD ENDS: NFPA 1, 18.2.3.4. 4 Dead Ends.
Dead-end fire department access roads in excess of 150ft (46m) in length shall be provided with approved
provisions for the apparatus to turn around.
Access road is less than 120'. See sheet A101 for added dimension. Overall site is only 130 ft.
fitJRNM"--OM- IPPk- TUMtrtgRaft -w' �"--._.....-. - - __ _.
NFPA 1, 18.2.3.4.3.1 the turning radius of a fire department access road shall be as approved by the AHJ. (JFRD
Turning Radius is 46'.) NFPA 1, 18.2.3.4.3.2 Turns in fire department access roads shall maintain the minimum
road width.
The access road is straight with no turns. The turn from Ahern street into an access road is diagrammed on sheet
A101.
--------------------------------------------------------------------
Fire flow test provided by owner.Attached.
Builder: Job Info:
Frank Gamel Job: J180589-R
"S11 File#
Sales: David Price
Design: Ashley Casey
Page: 1 of 1
Job: (8 Report&Del.Date:
Eaton Residence Manning Building Supplies Rep.Date:7/11/2018
1747 Live Oak Lane Jacksonville, FL 32256
Atlantic Beach FL
Phone: (904) 268-8225 Fax: (904) 260-2981
Cover Sheet
Roof Trusses
QTY (Shipping) Base Span OVERHANG CANTILEVER STUB
DIAGRAM PLY PITCH LABEL HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT
4/12 (4-01-04)
1 2 112 A01 3-05-08 20-07-08 2 x 4 2-00-00 2-00-00 4-04 4-04
4/12 (4-04-15)
1 2 112 A02 3-09-03 20-07-08 2 x 4 2-00-00 2-00-00 4-04 4-04
4/12 (4-04-15)
1 2/12 A03 3-09-03 20-07-08 2 x 4 2-00-00 4-04
4/12 (4-04-15)
2 2/12 A04 3-09-03 20-07-08 2 x 4 2-00-00 4-04 4-04
(4-04-15)
1 4/12 A05 3-09-03 20-07-08 2 x 4 2-00-00 - -
(4-04-15)
4 4/12 A06 3-09-03 20-07-08 2 x 4 2-00-00
4/12
1 2/12 B01 2-08-04 15-03-08 2 x 4
4/12
2 2/12 B02 2-11-15 15-03-08 2 x 4 -
4/12 (3-07-11)
f� 5 2 112 803 2-11-15 15_07.12 2 x 4 2-00-00 -
4-04
® 2 4/12 C01 1-01-15 5-00-00 2 x 4 4-04 4-04
(1-09-11)
4 4/12 CO2 1-01-15 5-00-00 2 x 4 2-00-00 2-00-00 4-04 4-04
(4-08-00)
2 4/12 001 4-00-04 24-00-00 2 x 4 2-00-00 2-00-00
(4-11-11) 2 x 4
16 4/12 D02 4-03-15 24-00-00 2 x 6 2-00-00 2-00-00
® 2x4
3 4/12 D03 4-03-15 24_00-00 2 x 6
1 4/12 E01 2-03-14 8.04.00 2 x 4 2-00-00 2-00-00 - -
1 4/12 E02 2-07-09 8-04-00 2 x 4 2-00-00 2-00-00 4-04 4-04
1 4/12 G01 4-06-08 21.08-00 2 x 4 2-00-00 2-00-00 4-04 4-04
4 4/12 G02 4-10-03 21.08-00 2 x 4 2-00-00 2-00-00 4-04 4-04
52 4-11-11 989.35
7/11/2018 1:06:54 PM Ashley Casey-AC2359 1 of 1