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310 6th ST ACC22-0015 Building Permit Application Updated 10/9/18 e. City of Atlantic Beach Building Department **ALL INFORMATION �' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY • j IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us /� 6 ,h -12 _. Z c�c> t S Job Address: � 2Pi� Permit Number:/fi Legal Description Z or ,3 and.S�j3000k 7%> 1,S t lv,�up'f�' RE# Valuation of Work(Replacement Cost)$ 9 000.el Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition XAlteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial `Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit),No Describe in detail the type of work to be performed: J/J i/USr 11 _.Y.I# etfr (12,8Z1' ,/ 8 c1' ,GRd ,4'it,� Florida Product Approval# /✓# for multiple products use product approval form Property Owner Information Name i (/1/1GS6x,' Address :S/C-) 6 7 5A / /I City At/. L • State P/. Zip 322,33 Phone VZ) -' �(,n",�� �r E-Mail --- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) _©da/p SO er/Z TU4/, C�(j Contractor Information t�.� Name of Company s(�"XJt*e+?(17Z4 Qualifying Agent /pcl� riA— r Address /O /°/.r r5r City,( ,C,t&l4/• State F/. Zip 3ZZ(6 Office Phone // /-. ,ft ' 4/ 74 7 Job Site Contact Number I0 si` 38 , /7Y 7 State Certification/Registration# Atl/i¢ E-Mail T2 d/C! Architect Name&Phone# N7 Engineer's Name&Phone# Workers Compensation Insurer OR Exempt Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TOY! R PROPERTY. IF YOU INTEND TO OBTAIN FINANC '!i CON ULT WITH YOUR LENDER OR . ATTO EY BEFORE ; RECORDING Y• - ' , TICE COMMENCEMENT. r (Signatur- of Owner o Agent) '�!/ (Sign ure of Contractor) Signed and sworn to(or affirmed)before me thisZT1day of Signed and sworn to(or affirmed)before me this r day of 20q.,93:4//t4( /64v M+a/cA 2v2z, �d d.✓.�.c1 ' nate a d&) ( ignure of Notary) NotarCHRISyl Public.IANA.VState O'CofONNOR . .� CHRISTIANA V O'CONNOR ` t [ ]Personal) Known OR ,'�' 9$�r nally Known OR =~ �, t Notary Public.State of Florida Personally "' Comms.expir HH b.7 ro uced Identification Nail' Commission#HH 225946 )?Q Produced Identification - My comm.expires Feb.7 ���'' Type of Identification: i V(Ci o Identification: '0 L My comm.expires Feb.7,2026 MAP O F SURVEY LOTS 3 AND 5, BLOCK 7, PLAT No. 1, SUBDIVISION "A"',, ATLANTIC BEACH, AS RECORDED IN 5, PACE 69 OF THE CURRENT PUBLIC RECORDS OF DUV✓AL COUNTY, FLORIDA. 6th STREET 40' RIGHT OF WAY PAVED PUBLIC FROAD SITE BENCHMARK "co'(15 x1,44 x>>63 SET MAG NAIL AND DISC IN E SIDE WOOD POWER POLE ELEVATION 13.00 NGVD 1929 .0:563 A EDGE OF PAVEMENT K 99.98' FIELD - 12.2 FOUND 3/4" IRON 100.00' _ PIPE ND CAP 11.7 1112.3 CONCRETE WALK 50.0' 11.8 + 50.0' 122 FOUND 1/2' IRON 5( 0)17-PALM A PIPE, NO CAP D i FE 23"LIVE OAK° FE 0.3' o ` 8"HOLLY() / �7 14-PALM VY 1128 6 Ee 0 °'ro o d 13"PALM 0 3 3 13"PALM((�� 16"PALA/ 13'UVE OAFL( • C 014'UVE OAK 015"UVE 0$K �JJ'' ) an 14 PALM f 6 0 19'UVE OAK 1.1)7X11.8 4.7' x11.8 16-PALM b x11.4 0 lc co 7.0' ri 28.5' 28.5' lc 9.9' 21.4 29�r12.z ONE STORY FRAME 71.7 ° RESIDENCE N 14•PALMO 16-PAlal N No. 310 lo 21.0' 22.7' 28.5' cl 9.9' 11.60' cJ7E 6.3, n CONCRETE x11.4 15"PALM° CJ dbSTOOP Li 0 12.1 PUMP ON x11.7 A/C PAD 1-,w O O BLOCK PAD O L`' X to 15-LIVE OAK 0 12.1./VE , AK B"LIVE OAK O N �d 0 0 13"U 0 0 0 inO 9"LIVE OAK B"PALM N 10"OAKLIVE OAK Soar e � 010-LIVE OAK '../1 L7 v fl,�i�+ 9-LIVE OAK 00 ! / trs LOT 7 ; LOT 5 LIVE • OAK 10 LOT 3 018"PALM LOT 1 z 1 14"PALM 0 .- s1B"PALM 11.8 0.4' - 0 0 16.E1-14 - 1f_X " VE OAK 1�PALM 10-U VE OAK 40-1_, 44 2.8 14"LIVE OAK 011 LIVE OAK 10"UVE OAK 010" VE OAK 14"HOU.Y(2)0 7"HOLLY 17"PALM 2.4'..„. 0 al 0 11"PALM 0 • 13"PALM 016"P ALM 010'UVE OAK ,�N 6' CHAIN-x �� LINK FENCE I • ,/ $ 1n \ 014-LIVE OAK 12'PAL.1 O I (1)1) 0 8"HOLLY(2) 0 13"PALM SC' 6 Y 13"PALM 13"PALM Z7 I C 6"MAGNOLIA 13"MAGNOLIA 0 12"LA UREL OAK 8"PALM OB 09"PALM 0.2' 11.0 50.0' 12"LAUREL OAK° 9 • 50.0'O17"PALM 16"PALM 0 11.9 FOUND 3/4" IRON 'o 1001.00' 0 12"PALM IFOUND 3/4" IRON PIPE, HO CAP x IPIPE, NO CAP W 1 on 11' RIF! n — GLOBAL SYN-TURF e \I 5960 Inglewood Dr. #150 Pleasanton,CA 94588 -.--- .r� xraL TOLL FREE: 1-877-796-8873 FAX: (510) 732-6188 GLOBAL SYN—TUBE www.globalsynturf.com �� rI /ii1 lit li pia:: /////////////////%%//%%/..% ' /, SOD STAPLE 6"x 1"x 6" , fa IIP, 4 t dIITOP ,/ DRAINAGE PASS THROUGH FOR . "W . WATER IN PUNCHED HOLES ',SOUP THROUGHOUT BACKING SUPER NATURAL 80 SEAMING TAPE lft(I%Al SPECIFICATIONS I YARN TYPE POLYETHYLENE BLADE IIWEED BARRIER THATCH YARN TYPE POLYPROPYLENE CURLED AS ! �' I I I� I11 (OPTIONAL) THATCHihkiiiiil ii,� I! `�91 1 1/2"DECOMPOSEQ`' @'� I I 1 i i' '���i ill GRANITE OR CLASS II PILE HEIGHT 2" Iiii i S ! ll tILI lTURF GA �. . 1 „gull b�4 Q GAUGE 3/8 ROAD BASE FACE WEIGHT 80 OZ/Y11 "' ra' ri' "'i `a' "'' ri' `�' "'' ra' ra' r 12 40 OZ/Y[} �•�•�•90%COMPACTIO .l n•icer BACKING WEIGHT • �= Q� ���k • 2-2 1/2"DRAIN ROCK TOTAL WEIGHT 120 OZ/Yr} o 0 0 0 0 o p #S7 srp4ves STITCH RATE 12.5/10 CM �.e .�., l41110,.. et.at STITCHES/M2 13125 P 410 ° • e�„ WIRE MESH COLOR LIME GREEN,FIELD,LIGHT •I.0 0 90%COMPACTIO • •V, 0 o v v .. o 0 0 (OPTIONAL) BROWN AND EMERALD GREEN �� SOIL(GROUND) GREEN WITH BROWN AND FIELD . -.- -•-�II GREEN THATCHING •I.• op• • op• • • to ROLL SIZE(FEET)15'x 100' OAP 0:a a *.p�,1 PI MAXIMUM DRAIN RATE>S INCHES PER HOUR =II=I= °nllnt1uIIuIinullnl II-Ii °un 11-Ii�llu;;11=II h=ill-11=11 °nni SECTION 1Y lob Ali)SEAMINGn SECURING TURF TO BASE ► �` POWER BROOM AFTER r ' SOD STAPLES ARE BRIGHT COMMON 40D/60D INSTALLATION IS RECOMMENDED TO SEAM NAILS OR GALVANIZED NAILS ` COMPLETE THE SEAMS 6'APART ALONG PERIMETER iY SEAMS. `moo i NOTES: 1. THE GRASS MUST BE INSTALLED AND SEAMED WITH ADJACENT PIECES RUNNING IN THE SAME DIRECTION. SEAMS SHOULD BE GLUED WITH SUITABLE SEAMING GLUE AND SEAMING CLOTH,OR GST RECOMMENDED SEAMING TECHNIQUES. 2. COLOR:FIELD GREEN AND OLIVE GREEN WITH BROWN AND FIELD GREEN THATCHING. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. DO NOT SCALE DRAWING. 5. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 6. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 0 PERFORMANCE SERIES SUPER NATURAL 80 5007-009 !■ TESTING SERVICES INC TEST REPORT CLIENT: Company: Global Syn-Turf Report Number: 74113B Address: 5960 Inglewood Dr Suite 150 Lab Test Number: 3019-6606 Pleasanton,CA 94588 Test Completion Date: 6/5/2018 Report Date: 6/18/2018 Page: 1 of 1 Requested By: Patricia Ochoa TEST MATERIAL: Material Type: Synthetic Turf Date Received: 5/30/2018 Material Condition: EXCELLENT: I XXX I GOOD: I POOR: I REJECTED: Turf ID: Super Natural-80 Infill: None TESTING METHODS REQUESTED: Testing Services Inc.was instructed by the client to test for the following... Standard: ASTM F1551 Test Method: Standard Test Methods for Comprehensive Characterization of Synthetic Turf Playing Surfaces and Materials:Suffix-DIN 18-035,Part 6:Water Permeability of Synthetic Turf Systems and Permeable Bases SAMPLING PLAN: Sampling Date: 5/3012018 • Specimen sampling is performed in the sampling department at TSI. • The sanpling size of specimens is determined by the test method requirements. • In the event a specific sampling sive is not called for,a detemunagan will be made based on previous testing etpenence,and approved for use by an authorized manager. • All samples are subjected to the outside endramental oondtions d temperature erg relative handy • Sample requdng predetermined exposure to specified environmental condtions based on a specific test method,take place in the departments in which they are tested PROCEDURE: This test method determines the rainfall drainage capacity(permeability)of the playing surface.Test data values represent drainage rates vertically thru the turf,and do not take into account the percolation properties of any infill,pad and/or an underlying sub base. Three specimens,11.5" diameter,were cut from the 15'turf roll,side-center-side manner.Each turf specimen was securely fastened to the permeability tube using mechanical flanges,ensuring vertical water flow thru the product.The water was pumped into the tube faster than could exit,until the water level reached 6".The water source was shut off,allowing the accumulated 6"water level to recede.The recede was timed via stopwatch until the water level exited the turf.The flow time was recorded in seconds.This procedure was repeated a total of 4 times where,the first pass was for conditioning,with passes 2,3,4 used for averaging.This process was repeated on the remaining specimens. DEVIATION FROM TEST METHOD: State reason for any Deviation from,Additions to,or Exclusions From Test Method. None TEST SUMMARY: Specimen# Drainage(Seconds) gallminlyd2 Rainfall Capacity(incheslhour) 1 100.3 20.1 61.8 2 60.2 33.5 102.9 3 60.5 33.4 102.5 Average 89.1 inches/hour Uncertainty: We undertake all assignments for our clients on a best effort basis.Our findings and judgments are based on the information to us using the latest test methods available. TSI can only ensure the test results for the specific items tested. Unless otherwise noted in the deviations sections of this report,all tests are performed in compliance with stated test method. Test Report Approval: Erle Miles,Ill,Lab Director Testing Services Inc. TSi Accreditation: TSi is a certified independent testing laboratory by the Synthetic Turf Council N � OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY PO Box 2041 IDENTICAL OR SIMILAR PRODUCTS. THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND Dalton,GA 30722-2041 THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME TESTING SERVICES,INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. 706 226-1400 OUR REPORTS,LETTERS,NAME,SEALS,OR INSIGNIA ARE NOT UNDER ANY CIRCUMSTANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. tsioffice0optilink.us