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301-305 AHERN ST REVISION • ��1 }— Ud10cj • "1<-LJV-t—vzvi s-=L�%,;. , • R-�S 1 —()a+3 bad J R t✓SI CITY OF ATLANTIC BEACH 800 Seminole Road �S 1'} -N,-i S Atlantic Beach,Florida 32233 •�C-SI REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 I <(G I1L Revision to Issued Permit Corrections to Comments_ Permit# KWn S- - Project Address O t 0Gct Contractor/Contact Name Phone at. Email Q61..y OSS¢lt�L Description of Proposed Revision/Corrections: Permit Fee Due$ c b rn c�,n�s 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 Not Applicable to Department Revision/Plan Review Comments LT �Q�roc•v '� Department Review Required: �Ui1 ngnm Zoning viewed By Ttrator Pu 2�Z� Public Utilities p Date ire Services P • ♦ t • i 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. TURNING RADfUS:'NFPA 1;-`18.2.3.4`.3 Turning 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. Re-.fuired 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. (-L's I NED CITY OF ATLANTIC BEACH 8 2018 800 Seminole Road Atlantic Beach,Florida 32233 .' ., Department S ri-pa3-5- ' ,-`k ;an-dC Beach, FL V- C-5 I}-Cra �g REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 1-4- 0 S Date .. Revision to Issued Permit Corrections to Comments V Permit# 2Cst'} — 0 dto� Project Address // •3t�3 �3��301 3� �• 3 t11.3131•31SI.31•}� .3i9� a� <9Y<^✓r ''3--� 1 �•3a3 Contractor/Contact Name /� c� ✓ aft/�J S A?&I Phone 90 y-.20 3 Email Description of Proposed Revision/Corrections: / Permit Fee Due$ v% To CC rn1 k 1` �'= c v c c, ai h 1 �� - —�U 3 Additional Increase in Building Value$ Additional S.F. By signing b w C 6 Aa T affirm the Revision is inclusive of the proposed changes. -nted me) (0/(x Si a re of cto /Agent on ractor must ' n if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: aBu .� annm &Zonin Reviewed By inistrator ub� �9 �f ublic Utilities t Date ire Services Jac R�� WHEEL & AXLE LOADS ksonvi//e Designers use H-20 or HS-20 from AASHTO ey (shown below), or specific axle configurations — ' #' enr�° Div (shown adjacent), to express the extreme load MAR effect created by heavy vehicles such as cnFwt hs transports, buses and fire trucks. These in turn S are used to calculate the moment (bending) Zig AS and shear acting on a bridge or other Toa �=f suspended segment as the vehicle passes over sR 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 Ea-zo�z�in� 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,4hen the pressure 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 DOREMU5 AVENUE,NEWARK,NJ 07105 AREA: DIESEL PUMP-B13 PROJECT NUMBER: TEST DATE: March 30, 2000 TESTED BY: MICHAEL BARRETT/MJWFP WITNESSED BY: JOE HOWARD/REICHHOLD PUMP MAKE: AURORA PUMP TYPE: 8-481-17B PUMP SERIAL NO: 57-66450 RATED GPM: 2000 RATED PSI: 75 150%GPM: 3000 65%PSI: 49 RATED CHURN PSI: 85 MOTOR MAKE: 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 SIZE Pitot flow Pitot flow Pitot flow Pitot flow picot flow Pitot flow picot flow Pitot flow FLOW RATED SUCT DISC NET RPM PI 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" 243 256 2541 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 COMMENTS: Ahern Town Homes printed 1/2/2018 Wigointon HYDRANT 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 I 60 50 - - 40 •y tZ W 30 - v, W — a 20 10 0 A - - - 0 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW [gpm] Jacksonville Firerentior �, MAI ., ❑ NO EXCEPrioN�2 ❑ EXCEPTIONS A9tla SHEET# E Permit Reviews City of - Permit Plumber: RES17-0269 Description: 301 Ahern St (GeoTrak to be added) new townhome construction Applied: 11/15/2017 Approved: Site Address: 301 AHERN ST Issued: Finaled: 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 SENT DATE RETURNEDDATE DUE DATE TYPE CONTACT STATUS REMARKS k?viewGrcup:2ND REVIEW 1/18/20181/18/2018 _ - = r if= ,_iI-r. iP=RTV_C }� IC,':_=TE.Yr_J Notes. receivea response to PW&PL,comments,routed to Fire(Bldg.to rev ew once returned from Fire),P&Z,PW,&PL) 1/18/2018 2,/22/2018 1/29/2018 Z0N,AJG Derek Reeves DENIED Ncvt2;: Correction Comments: 1.Height:Section 24-17 requires height to be measured from grade to the highest point of a 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 example:number and location of parking along Ahern Street,driveway configuration on East Coast Drive.It is believed that the civil set is the mast current.Please revise accordingly. 8. Fencing:6 foot fencing is shown on the north property line.Please clarify the exact location of the 6 foo'fencing.Show distance to property lines where fencing stops. µ.Wail weight: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 from the finish floor of the first floor.Please show the height of these walls from grade. Informational Comments: 1.Tree Permit:Calculations for tree mitigation will be cert separately under the tree-emoval permit. 1.) Overall building height has been revised. Please see elevations and sections hi 11 2.)The architectural site plan has been adjusted to match the civil. See sheets (R1i00d611e Fir 3.) Privacy fence location dimensions can be found on sheet A101. 4.) Please refer to elevations (A300-A302) ;.RECEIVED �°1Ey q EXCEp-r nN ONS MAR - 8 2018 SHEET; ASNorrEt, Building Department City of Atlantic Beach, FL 1/18/2018 2/21/2018 1/29/2018 3LILDING Building DENIED Notes: 1. Plans show a total height of building of 34'-11"1 measured from FFE. COAB LDR Section 59 limits maximum building heights to 35'-0",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. u. Please submit Florida Energy Sheets and calculations,per FBC-EC,Section R401.2 and EPL Display Card,per FSC-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. 6. 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 construction. 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 A300-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. 6.) Smoke detectors and carbon monoxide detectors indicated on reflected ceiling plans. See sheets A700-A702- 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 .1/i5/2917 1IJ28/2017 11/27/2017 PUBLIC WORKS Public Works DENIED Received 11/16/17 Notes•. See Conditions 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. APPROVED Received at;)W 1/18/2018 2/5/2018 1/29/2018 PLBLIC 1_T ILITIES Public Ltilities W/CCNDITIONS 1/19/18 Notes: See Conditions of Approval'hat will be printed on Permit. See Attarchmen--New Water/Sewer Tap Request. Q FIRE h x+, 1118/'201 Z;27jZ01� 1/29j201� �; Fi�,e DENIED -jaurksunvr Li rr,pr�vf�.ni9�� - See Fire Dept, comments on following page. NO EX EPTIONS ASS a r SHEET# �, 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 blockk f nit has been drawn with more clarity. DRIVING SURFACE: NFPA 1, 18.�. .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). 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. TURt tNG RADM!N1=`PA-1 28.2.3.-43 T=tr,gRadt s 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 I's File# Sales: David Price Design: Ashley Casey (8 Page: 1 of 1 Job: 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 2/12 A01 3-05-08 20-07-08 2 x 4 2-00-00 2-00-00 4-04 4-04 m 4/12 (4-04-15) f� 1 2/12 A02 3-09-03 20-07-08 2 x 4 2-00-00 2-00-00 4-04 4-04 m 4/12 (4-04-15) 1 2/12 A03 3-09-03 20-07-08 2 x 4 2-00-00 4-04 /12 (4-04-15) 2 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) 5 2 112 B03 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 D01 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