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Permit 948 Hibiscus Street r J � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 .,;. INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027705 Date 3/16/04 Property Address . . . . . . 948 HIBISCUS ST Tenant nbr, name . . . . . . VINYL SIDING Application description . . . SIDING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2613 Owner Contractor ---------- ------- ------- ------------------------ SCOTT, DAZELLA SEARS HOME IMPROVEMENT 948 HIBISCUS STREET P.O. BOX 522290 ATLANTIC BEACH FL 32233 LONGWOOD FL 32252 (904) 246-4612 (407) 767-0990 -------------------- -------------------- ------------------------------------ Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50 Issue Date . . . . Valuation . . . . 2613 Fee summary Charged Paid Credited Due ------------- ---- ---------- ---------- ---------- ---------- Permit Fee Total 45 . 00 45 . 00 . 00 . 00 Plan Check Total 22 . 50 22 . 50 . 00 . 00 Grand Total 67 . 50 67 . 50 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ( - BUILDINMFFICIAL Cc: CITY OF ATLANTIC BEACH D. F BUILDING / ZONING DEPARTMENT S.Hggin loerr r J 800 Seminole Road J3 Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Q4 - Z17-705 Property Address: 94 19 I 'S 1 S ST Applicant: Lf Project: L This p mit application has been: Approved ��eviewed and the following items need attention: ! /� Gzn-+.� r=r ��. A---n � c CD. 3//d CJfz.. /•-rt i M=k l�-i-v�a '`��<-`i lei a-t � (= �� "1.4r=1( tZ.��_��k��'r Please re-submit your application when these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH SIDING PERMIT APPLICATION Date: Job Address: �'`f� Y/'10 r S CL�(S IS T, g74,1A17,'C ,�'SEAc�, FZ. 3,3 Owner of Property: A Z£LL a S C C—( T Address: '/' Y dl`bl'se.u1 Z7– Telephone: c'Cc —cA4�,- Legal Description: Block Number: Lot Number: Zoning District: Siding Contractor: /elle& IVi�SIVISei , �P � give PJQotIE Contractor's Address: Z Z$S Telephone: 904 Fax: Describe proposed use and work to be done: / t49111-,-q /Vu ISO, F,C7 Present use of land or building(s): ,l :�ER Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? ffO If yes, please submit with this application. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information,,as appropriate. Incomplete applications may result in delay in issuance of permit. Step 1. Attach detailed information on product to be used. Step 2. Attach details concerning attachment of product,i.e.,fasteners,etc. I hereby certify that all information provided with this application is correct. Signature of Owner: Date: 2/9 O I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the 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 authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: / s2 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Page 1 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Revised 1/17/03 Address and contact information of person to receive all correspondence regarding this application (please print). Name: 5'257 _OS � E.� Mailing Address: Z�2 Y 341,5�tiGyjk4L�i}Cl�otir//!/lE' ,3o�rr�S Telephone: — ghV1�Fax: E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of /DEQ ,20 0 State of Florida,County of Duval Dave N. Grifiiri Notary's Signature: :�.Commission#DD 068947 'Q= EaP!m Oct 31 2005 v'e= Bonded Thsn ❑ Personally known °•�` Aflan#ic Bonny ca, Inc ( Produced identification Type of identification produced AS TO.CONTRACTOR: Sworn to and subscribed before me this l day of fE�f 520 y State of Florida,County of Duval Dave N. Notary's Signature: ......mQ` ExPires COMmis ��31,31 2005 7 E] Personallknown [ Produced identification Type of identification produced a 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/17/03 Mar 08 04 03: 13p SEARS JAX 904 470 0114 _ p. 2 V Architectural Testing 'ZOVED G r iOFIC BEACH STRUCTURAL TEST REPORT OFFICE MAR I fj 20104 Rendered to: ALSIDE, INC. by; P.O. Box 2010 Akron, Uhio 443U9 Report No: 01-37418.01 Test Date: 06/01/00 Report Date: 06/26/00 Expiration Date: 06%01/04 Series[Model: Sears Center Lock 4-1/2" Type: Vinyl Siding Project Summary: Architectural Testing Inc., (ATI) was contracted by Alside, Inc. to perform structural loads on their Series/Model Sears Center Lock 4-1/2" vinyl siding. Test data and results are listed herein. Test Methods: The test specimen was evaluated in accordance with ASTM D 5206-96, "Standard Test Method for Windload Resistance of Rigid Poly ('Vinyl Chloride) ("PY'C) Siding", Procedure B, except that the specimen were five siding panels high. Test Specimen Description: General Description: The vinyl siding was constructed of 0.045" thick vinyl with a wood grain finish on the exterior. Each test specimen consisted of five Double 4-1/2" horizontal courses of vinyl siding with a male interlock on the bottom and a female on the top. A steel starter strip was used the length of the bottom plate. Test Buck: The test buck measured 4' 0" wide by 4' 0" high and was constructed of No. 2 Spruce-Pine-Fir nominal 2" x 4" lumber. The two studs were spaced 16" on center and were attached to the top and bottom plates with 3" drywall screws. 1/2" thick plywood with three 4" diameter holes, to allow pressure to transfer to siding, was fastened to the studs with 1- 5/8" long drywall screws. Silicone was used on the backside of the test panel to seal the perimeter and studs. A 2 mil thick plastic was loosely draped over the interior side of the siding panel to enable attainment of pressures. 1Vlountings: The siding was mounted with 1-1/2" long galvanized roofing nails, nailed every 16' 130 Derry Court I York, Pa 17402-9405 ! phone:717.764.7700 fax: 717':764.4129 www.testati.com Mar 08 04 03: 13p SEARS JAK 904 470 0114 p. 3 01-37418.01 Page 2 of 4 Test Results: General[Vote: All loads were negative pressure and held for 30 seconds. A .i psf preload was applied before running loads to failure. Test Specimen #1: Sears Center Lock 4-1/2" Pressure Results 10 psf No damage 15 psf No damage �I Ps. No damage 25 psf No damage 30 psf No damage 3 5 psf No damage 40 psf No damage 45 ;psf No damage 50 psf No damage 55 psf No damage 60 psf No damage 65 psf See Note #1 Note 91: Held test pressure for ? seconds. At the -1"d course from the bottom, the nailhem overrode the nailhead. Test Specimen #2: Sears Center Lock 4-1/2" Pressure Results 10 psf No damage 15 psf No damage 20 psf No damage 25 psf No damage 30 psf No damage 35 psf No damage 40 psf No damage Mar 08 04 03: 13p SEARS JRX 904 470 0114 p. 4 v 01-37418.01 • � Page') of d Test Results: Test Specimen#2: (Continued) Pressure Results 45 psf No damage 50 psf No damage 55 psf No damage 60 psf No damage b5 pst See note m2 tVote 92: Held test pressure for 10 seconds. At the 2"d course from the bottom, the nailhem broke. Test Specimen #3: Sears Center Lock 4-1/2" Pressure Results 10 psf No damage 15 psf No damage 20 psf No damage 25 psf No damage 30 psf No damage 35 psf No damage 40 psf No damage 45 psf No damage 50 psf No damage 55 psf No damage 60 psf No damage 65 psf No damage 70 psf See Note #3 Note #3: Held test pressure for 4 seconds. At the 3`d course from the bottom, the nailhem overrode the nailhead. Average Pressure to Failure: 66.7 psf Average Ultimate Test Pressure: 61.7 psf The temperature was 840 when the product was tested. Mar •O6 04 O3: 14p SEARS JAX 904 470 0114 P. 5 01-37418.01 • � Page 4 of a Representative samples of the test specimen and a copy of this report will be retained by ATI for a period of four years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. For ARCHITECTURAL TESTING, INC: Jay ader Allen N. Reeves, P.E. Technician Director—Engineering Services Z 6 ✓v.�E Z000 JL:baw 01-i7418.01 Mar 08 04 03: 14p SEARS JRX 904 470 0114 p. 6 01-33667.02 r Page 2 of 7 Test Specimen Description: (Continued) Test Buck: The wood test buck measured 8' 0" wide by 4' 0" high and was constructed of nominal 2" x 4" lumber. Five studs were spaced 16" on center and were attached to the top and bottom plates with 3" drywall screws. 1/2" thick plywood with five 4" diameter holes, to allow pressure to transfer to the siding, was fastened to the studs with 1-5/8" long drywall screws. A 2" x 8" wood frame was attached to the test buck with 3" drywall screws. Silicone was used on the backside of the test panel to seal the perimeter and studs. A 2mil thick plastic film was loosely draped over the interior side of the siding to enable attainment of pressure. Mountings: The siding was mounted with 1-1/2" long "U" shaped staples, stapled every 6" with 17 staples per course of siding. Mar .08 04 03: 14p SERRS JAK 904 . 470 0114 p. 7 01-33667.02 Page 3 of 7 Test Results: General Note: All loads were negative pressure and were held for 30 seconds. A S psf preload was applied before running loads to failure. The results are tabulated as follows: Specimen#1: Results Pressure (Deflection)Indicators #1 #2 #3 10 psf 0.810" 0.728" 0.851" 15 psf 1.094" 1.035" 1.101" 20 psf 1.197" 1.122" 1.245" 25 psf 1.353" 1.282" 1.407" 30 psf 1.476" 1.401" 1.522" 35 psf 1.583" 1.509" 1.639" 40 psf 1.698" 1.652" 1.759" 45 psf 1.839" 1.815" 1.900" 50 psf 1.924" 1.867" 1.978" 55 psf 2.034" 1.994" 2.094" 60 psf 2.107" 2.078" 2.185" 65 psf 2.128" 2.125" 2.246" 70 psf 2.231" 2.178" 2.316" 75 psf 2.372" 2.344" 2.457" 80 psf 2.466" 2.355" 2.486" 85 psf 2.553" 2.391" 2.581" 90 psf 2.687" 2.544 2.732" 95 psf 2.850" 2.555" 2.895" 100 psf 3,019" 2.561" 3.037" 105 psf 3.068" 2.589" 3.087" 110 psf See Note 41 Note#1: Did not achieve pressure, at the top course the siding disengaged at the interlock. �,-- z a ✓u�f /P9q Mar Da 04 03: 14p SEARS JAK 904 470 0114 p. 7 01-33667.02 Page 3 of 7 Test Results: General Note: All loads were negative pressure and were held for 30 seconds. A 5 psf preload was applied before running loads to failure. The results are tabulated as follows: Specimen#J,: Results Pressure (Deflection)Indicators #1 #2 #3 10 psf 0.810" 0.728" 0.851" 15 psf 1.094" 1.035" 1.101" 20 psf 1.197" 1.122" 1.245" 25 psf 1.353" 1.282" 1.407" 30 psf 1.476" 1.401" 1.522" 35 psf 1.583" 1.509" 1.639" 40 psf 1.698" 1.652" 1.759" 45 psf 1.839" 1.815" 1.900" 50 psf 1.924" 1.867" 1.978" 55 psf 2.034" 1.994" 2.094" 60 psf 2.107" 2.078" 2.185" 65 psf 2.128" 2.125" 2.246" 70 psf 2.231" 2.178" 2.316" 75 psf 2.372" 2.344" 2.457" 80 psf 2.466" 2.355" 2.486" 85 psf 2.553" 2.391" 2.581" 90 psf 2.687" 2.544" 2.732" 95 psf 2.850" 2.555" 2.895" 100 psf 3.019" 2.561" 3.037" 105 psf 3.068" 2.589" 3.087" 110 psf See Note 41 Note#1: Did not achieve pressure, at the top course the siding disengaged at the interlock. ), /all z z J U'le /P9 9' Mar 08 04 03: 15p SEARS JAX 904 470 0114 p. 10 01-33667.02 Page 6 of 7 Test Results: (Continued) Protocols PA 203-94 "Cyclic Wind Pressure Loading" Design Load: 40.0 psf Test Unit: #I Table 23F "Fatigue Loading Sequence"Section 2314.5, South Florida Building Code. NEGATIVE ACTING PRESSURE N0. OF AVG. CYCLE DEFLECTION INDICATOR INDICATOR INDICATOR RANGE CYCLES TIME #1 42 93 0.0 to 20.0 psf 600 2.93 1.268" 1.242" 1.240" 0.0 to 24.0 psf 70 2.97 1.342" 1.332" 1.334" 0.0 to 52.0 sf 1 --- 1.633" 1.597" 1.433" PERMANENT SET 0.288" 0.201 1 0.179" Design Load: 40.0 psf Test Unit: #2 Table 23F "Fatigue Loading Sequence"Section 2314.5, South Florida Building Code. NEGATIVE ACTING PRESSURE NO. OF AVG. CYCLE DEFLECTION INDICATOR INDICATOR INDICATOR RANGE CYCLES TIME #1 92 43 0.0 to 20.0 psf 600 2.93 1.147" 1.194" 1.170" 0.0 to 24.0 psf 1 70 2.98 1.241" 1.290" 1.269" 0.0 to 52.0 psf I 1 --- 1.379" 1.442" 1.344" PERMANENT SET 0.088" 0.126" 0.106" Design Load: 40.0 psf Test Unit: #3 Table 23F "Fatigue Loading Sequence"Section 2314.5, South Florida Building Code. NEGATIVE ACTING PRESSURE NO. OF AVG. CYCLE DEFLECTION RANGE CYCLES TIME INDICATOR INDICATOR fNDICATOR #1 #2 #3 0.0 to 20.0 psf 600 2.94 1.197" 1.247' 1.277" 0.0 to 24.0 sf 70 2.99 1.225" 1.267" 1.293" 0.0 to 52.0 sf 1 --- 1.457" 1.630" 1.680" PERMANENT SET 0.154" 0.166" 1 0.213" Note: Specimen passed at a design load of 40.0 psf zz t-lve-y 19P� Mar 08 04 03: 15p SEARS JRX 904 470 0114 P. 11 01-33667.02 Page 7 of 7 Test Equipment: Cycling Mechanism: Computerized control panel Deflection Measuring Device: Deflectometcrs The temperature was 65"F degrees when product was tested. List of Official Observers: Jay Leader Architectural Testing, Inc. Allen N. Reeves, P.E. Architectural Testing, Inc. Representative samples of the test specimen and a copy of this report will be retained by ATI for a period of six years. This report is the exclusive property of the client so named herein and is applicable to the sample tested. Results obtained are tested values and do not constitute an opinion or endorsement by this laboratory. For ARCHITECTURAL TESTING, INC.: Jay feaaer Allen N. Reeves, P.E. Technician Director of Engineering JL:dlm / 01-33667.07 Mar 08 04 03: 16p SEARS JAX 904 470 0114 p. 12 DOCUMENT CONTROL ADDENDUM#01-33667.00 Current Issue Date: 07/08/99 Report No.: 01-33667.01 Requested by: John Shaner,Alside, Inc. Purpose. Testing in accordance to Dade County Building Code Compliance Office Protocol PA 202-94 and Protocol PA 302-94 on Series "Sears" Centerlock Double 4-1/2" Clapboard vinyl siding, with roofing nails. Issued Date: 07/08/99 Comments: Florida.PE seal required on test report. Report No.: 01-33667.02 Requested by: John Shaner,Alside, Inc. Purpose: Testing in accordance to Dade County Building Code Compliance Office Protocol PA 202-94 and Protocol PA 302-94 on Series "Sears" Centerlock Double 4-1/2" Clapboard vinyl siding, with staples. Issued Date: 07/08/99 Comments: Florida PE seat required on test report. r Mar 08 04 03: 1Gp SEARS JAX 904 470 0114 p. 13 SEARS CENTER LOCKI DOUBLE 4 1 / 2 i i i 11 A 0.015^ (typl B REINFORCEMENT STRIP ` D C E A. INTERLOCKED PANEL WIDTH 9.000±.030 _ B. BOTTOM PANEL 4.500±.020 G C. CENTER BUTT HEIGHT .744±.020 0. BOTTOM BUTT HEIGHT .700±.020 E. BUTT HOOK LENGTH .390 +.030 -.000 F. PROFILE PANEL RADIUS 21.0'x.250 L 4 G. NAIL STRIP EDGE TO LOCK .677±.030 J NAZI SLOTS H. NAIL SLOTS CENTER .355±.062 ( I J. NAIL SLOT HOLES .156 X 1.010 K. END NOTCHING 1.500"±.125 + K L. LOCK HEIGHT .380±.060 WALL THICKNESS EXPOSED —.044 NOMINAL WALL THICKNESS HANGER -.051 (MIN) WEIGHT PER FOOT -.366 LBS. OVERALL LENGTH —12'-1"+118" WEEP HOLE — .125 OIA.±.010 ENLARGED VIEW WARP - .125"(PANEL — NAIL CENTER = 16" Q First On America's Homes 1 4...,.1. a. _ _ • .._ -..—i. i �..... y. .. _-.-. 1 • -a •-;--. ...�.. ..... a .. •.. .. . a -r J + i :. X.- -4-4 _. + - �r� y A. Imp 1. � : • 4- . i • • � i T• ._ ...... PROJECT NUMBER: P=ECTNAME: ES:ARCHITECTURAL NOTSHEET ' 0�-33(ds7-09- CLIENT NAME: •A15�dfL,Z1G. "TES: cif_n DRAWN 8Y:�l�oC�G �A�{OOA�� ►' TESTING INC_ Vl-,l s14-:wg BATE: OF Mar .08 04 03: 16p SEARS JAX 904 470 0114 P. 15 DOCUMENT CONTROL ADDENDUM#01-37418.00 Current Issue Date: 06/26/00 Report No.: 01-36814.01 Requested by: John Sharer, Aiside, Inc. Purpose: ASTM D 5206-96 testing on Series/Model Sears Center Lock 4/1/2" vinyl siding. Issued Date: 06/26/00 Comments: Pennsvlvania P.F. seal reouired on report. Feb 13 04 05: 40p SEARS JRX 904 470 0114 p. 2 SEARS CENTER LOCK E r ` - A DOUBLE 4 1 / 2 0.015" (typ) REINFORCEMENT STRIP I o I E A. INTERLOCKED PANEL WIDTH 9.000±.030 B. BOTTOM PANEL 4.500±.020 G C. CENTER BUTT HEIGHT .744±.020 j 0. BOTTOM BUTT HEIGHT .700±.020 E. BUTT HOOK LENGTH .390 +.030 -.000 H F. PROFILE PANEL RADIUS 21.0'x- .250 L 4 G. NAIL STRIP EDGE TO LOCK .677±.030 J NAIL SLOTS H. NAIL SLOTS CENTER .355±.062 ` J. NAIL SLOT HOLES .156 X 1.010 K. END NOTCHING 1.500"±.125 K L. LOCK HEIGHT .380.±.060 WALL THICKNESS EXPOSED -.044 NOMINAL ��I WALL THICKNESS HANGER —.051 (MIN) WEIGHT PER FOOT —.365 LBS. OVERALL LENGTH —12'•1'±118' WEEP HOLE = .125 DIA+.010 ENLARGED VIEW WARP = .125"IPANEL NAIL CENTER — 16" Awe First On Americo's Homes rear UB 04 03: 14p SEARS JRX 904 470 0114 p. 8 01-33667.02 Page 4 of 7 Test Results: (Continued) Specimen#2 Results Pressure (Deflection)Indicators #1 #2 #3 10 psf 0.693" 0.706" 0.739" 15 psf 0.943" 0.941" 0.956" 20 psf 1.131" 1.132" 1.092" 25 psf 1.152" 1.253" 1.187" 30 psf 1.250" 1.346" 1.278" 35 psf 1.344" 1.452" 1.365" 40 psf 1.446" 1.589" 1.456" 45 psf 1.540" 1.664" 1.558" 50 psf 1.636" 1.767" 1.664" 55 psf 1.763" 1.967" 1.997" 60 psf 1.872" 2.020" 2.094" 65 psf 1.983" 2.167" 2.217" 70 psf 2.093" 2.245" 2.303" 75 psf 2.163" 2.280" 2.354" 80 psf See Note#2 Note#2 Could not achieve pressure, at the client's request testing was sropped. mar 08 04 03: 15p SERBS JAx 904 470 0114 p. 9 01-33667.02 Page 5 of 7 Test Results: (Continued) Specimen#3 Results Pressure (Deflection)Indicators #1 #2 #3 10 psf 0.805 0.765" 0.817" 15 psf 1.054" 1.007" 1.061" 20 psf 1.237" 1.192" 1,233" 25 psf 1.392" 1.342" 1.389" 30 psf 1.538" 1.493" 1.522" 35 psf 1.636" 1.618" 1.638" 40 psf 1.743" 1.723" 1.731" 45 psf 1.873" 1.875" 1.889" 50 psf 1.906" 1.938" 1,970" �- 55 psf 1.956" 2.027" 2.057" 60 psf 2.048" 2.122" 2.147" 65 psf 2.127" 2.237" 2.244" 70 psf 2.221" 2.317" 2.303" 75 psf 2.305" 2.393" 2.363" 80 psf 2.364" 2.444" 2.410" 85 psf 2.422" 2.509" 2.470" 90 psf See Note#3 Note#3 Could not achieve pressure, at the client's request testing was stopped. Average Pressure to Failure: 93.3 psf Average Ultimate Pressure: 88.3 psf mar uv 04 03; 14p SERBS JRX 904 470 0114 p. 7 01-33667.02 Page 3 of 7 Test Results: General Note: All loads were negative pressure and were held for 30 seconds. A S psf preload was applied before running loads to failure. The results are tabulated as follows: Specimen#1: Results Pressure (Deflection) Indicators #1 #2 #3 10 psf 0.810" 0.728" 0.851" 15 psf 1.094" 1.035" 1.101" 20 psf 1.197" 1.122" 1.245" 25 psf 1.353" 1.282" 1.407" 30 psf 1.476" 1.401" 1.522" 35 psf 1.583" 1.509" 1.639" 40 psf 1.698" 1.652" 1.759" 45 psf 1.839" 1.815" 1.900" 50 psf 1.924" 1.867" 1.978" 55 psf 2.034" 1.994" 2.094" 60 psf 2.107" 2.078" 2.185" 65 psf 2.128" 2.125" 2.246" 70 psf 2.231" 2.178" 2.316" 75 psf 2.372" 2.344" 2.457" 80 psf 2.466" 2.355" 2.486" 85 psf 2.553" 2.391" 2.581" 90 psf 2.687" 2.544" 2.732" 95 psf 2.850" 2.555" 2.895" 100 psf 3.019" 2.561" 3.037" 105 psf 3.068" 2.589" 3.087" 110 psf See Note #1 Note#1: Did not achieve pressure, at the top course the siding disengaged at the interlock. 2 z ✓��y /P97 Center Lock Double 4 1/2"Clapboard Page 1 of 3 9/4141 h/6, 0,u,r "Firs(Ti7merica's He ms; ARCHITECTURAL SPECIFICATIONS A r ALSIDE PREMIUM VINYL SIDING BUILDING OFFICE CENTER LOCK DOUBLE 4%:" SIDING MAR 10 20C4 GENERAL SUCIQOM ALSIDE PREMIUM VINYL SIDING CONFORMS TO ALL OF THE REQUI MENT ESTABLISHED IN THE MOST RECENT VERSION OF ASTM SPECIFICATION D3679, DEVELOPED COOPERATIVELY WITH THE INDUSTRY AND PUBLISHED BY THE AMERICAN SOCIETY FOR TESTING AND MATERIALS ALSIDE MAINTAINS RIGOROUS PRODUCTION QUALITY CONTROL STANDARDS TO ASSURE THAT PREMIUM VINYL SIDING WILL PERFORM AS EXPECTED FOR ITS INTENDED USE. MATERIALS PROPERTIES ALSIDE PREMIUM VINYL SIDING IS PRODUCED FROM POLY(VINYL CHLORIDE)(PVC) COMPOUNDS MEETING THE REQUIREMENTS OF ASTM D 3679 FOR COMPOUND CLASS NUMBER 2 MATERIALS. �X�,ILC,AL MPOUND PROPERTIES IMPACT STRENGTH @ 74°F 3.86 fl.lbf/in of notch(ASTM D256) IMPACT STR;ENG T H @ 32°1~ 2.4 fl.lb(hu of notch(ASTM D256) TENSILE STRENGTH S718 psi. (ASTM D638) MODULUS OF ELASTICITY 399,800 psi. (ASTM D638) IN TENSION DEFLECTION TEMPERATURE 186.8°F(ASTM DW) UNDERLOAD t JYPIC AIL SIDING PROP RTIF _ l ,LENGTH 121 ft. I in.t 1/8 in. -- WIDTH 9 in.± .030 in. THICKNESS 0.044 in.nominal WARP 0.0 in. (ASTM D3679) i.ttn /i�ntranrr �lei�lr rnm/T,,r.,1NG/SidinPSnecifications/CTRLKD4.HTML 33/12/04 z 'd *1110 OLb *06 xur smu3S dSE :Z T b0 al Jew Centel Lock Double 4 1/2"Clapboard Page 2 of 3 HEAT SHRINKAGE 0.93%(ASTM D3679) IMPAC;i RESISTANCE 101 in-lb(ASTM D4226, PROC.A.H.25) WEATHERABILITY NO SURFACE OR STRUCTURAL DEFECTS SUCH AS PEELING, CRACKING,CHIPPING, TC.WHIN TESTED AS PRESCRIBED IN ASTM D3679. COEFFICIENT OF LINEAR 3.53 X I0-5 in./in.°F(ASTM D696) EXPANSION GLOSS(75-GLOSSMETER) 25°/3S°(ASTM D 3679) SURFACE DISTORTION NO DISTORTION AT 120" F(ASTM D 3679) EIRE U5J-STANCE PRSL RTILS AVERAGE TIME OF BURNING <5 sec. (ASTM D635) AVERAGE EX'T'ENT OF BURNING <S mm.(ASTM D635) FLAIME SPREAD 15(ASTM E84) SMOKE DENSITY >500(ASTM E84) IGNITION PROPERTIES SELF IGNITION DID NOT OCCUR. AT 680°F, SAMPLE BEGAN TO SMOLDER AND CONTINUED UNTIL CONSUMED.(ASTM D1929) CODK LISTINGS ALS.IDE PREMIUM VINYL SIDING IS LISTED BY THE FOLLOWING CODE WRITING ORGANIZATIONS UNIFORM BUILDING CODE- IC190 EVALUATION SERVICES STANDARD BUILDING CODE- SBCCI PST&ESI NATIONAL BUILDING CODE- BOCA EVALUATION SERVICES FEDERAL HOUSING AUTHORITY-MEETS REQUIREMENTS OTHER TESTING; UNDERWRITER'S LABORATORIES 0-FILE RI 4214 hrcn•l li„ccantt.alside.Com/TSSG/SidinQSpecifications/CTRLKD4.HTML 3/12/04 E -d $ ITO OG* 406 XHC S21H3S d5E :21 b0 OT jeW Center lock Double 4 1/2" Clapboard Page 3 of 3 r --f-- { : 4 � 0- LIBLE 4 1 t l fD � 4`. i°` i i .4. h\XE'R-OCKEL' PANEL B. 6Gr7'Ot,,'1 PANE:.. . « �,5�.f.CQO . � CENTER E�JT- ;:cEtvHT =std iL2C L .. E'. �JTTOr�t �J+'f H59—T= . E. EtJTT HC K LENGTH R .3?0.-tO3� -A� FFA JF'I P RADS 2101 +: .1016 t.. G,. 11AL a R1P EC°C;E TO L.Q;:t .:,03C C.. ,kA+L SLOTS_ SLOTS CENTER-355 fJ. NAIL, SLO r 10..i.F'S - :156 X 1.C'.+G ESD r,OTQ-ilRc; wi.SCxy' !.1615 I WAL!_ T-�ICY(�E55 E"xa.:D�D -Oda'+C:a02L0!00�' J � I� � i MALL -n HA► Z` ? =? 1`✓00O2,,-0.0LV VVEGHT PER >-00I' - .350J315-5, 1 :121.04A t,00 N,A2 r i VE WAPP .125'/PAWL �- NAIL -r f EP. IV [Returnj ITCCf:/C;Mina.Crar�firatinnc/('TR1.KT)4 HTMT. 3/12/04 ** TOTAL PAGE.03 ** b 'd bT TO 0L4 b06 XUr SHU3S dSE :ZT b0 21 Jew CITY OF ATLANTIC BEACH =� z 800 SENvIINOLE ROAD '- � ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00027704 Date 2/19/04 Property Address . . . . . . 948 HIBISCUS ST Tenant nbr, name . . . . . . REPL 3 WINDOWS, 1 DOOR Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4572 Owner Contractor - ---- - -------- - ------ ---- -------------------- -- - SCOTT, DAZELLA SEARS HOME IMPROVEMENT 948 HIBISCUS STREET P.O. BOX 522290 ATLANTIC BEACH FL 32233 LONGWOOD i, FL 32252 (904) 246-4612 (407) 767-09901` ----------------------------------------- ---- - --- ---------------- --- ----- --- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee 27 . 50 Issue Date . . . . Valuation . . . . 4572 Fee summary Charged Paid Credited Due ----------------- ---------- ------- - -- ---------- ----- - - - -- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total 27 . 50 27 . 50 . 00 . 00 Grand Total 82 . 50 82 . 50 . 00 . 00 �'. BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN--THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL P Cc: i ( CITY OF ATLANTIC BEACH D. Ford J BUILDING / ZONING DEPARTMENT . i in S. Doerr r s 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # L4 - 2-7704 b4 Property Address: q Y 6 [ 16l 5 c-US ST. Applicant: � 25 �-�DI-tom TM—FIRWEt,-� '=TJTS Project: This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: L14 Date: '� ( 3 ) 'i•1�`l��rs S1 J `�eJ33'T CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS,'SKYLI H AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) C01kSAUCTION Date: Job Address: q'& /11A6/ :S C cl,S -5 7, 12644 C 64,;L4 , FG- 3,.2Z5 Owner's Name: 10 d v2-6e-4 6 C U—17- Address: q` 8 /11 (? /S"C c-es 57- Phone: Legal Description: Block Number: �J�c� Lot Number:��-f_ Zoning District: Contractor: )C� i -lk' 6"tate License Number: C&20 :39/61 Address: Z-AS-5 6u�y _A7 �� Phone: 90'�4— City: T State: A4 Zip: Fax: 9®q_ Li-70 Describe proposed use and work to be done: Present use of land or building(s):Mother Valuation of proposed constructioIs approval of Homeowner's Assoy required? 40 If yes,please submit with this application. Building Data: t � i Mean Roof Height (ft) Building Width f l (ft) Building Length /o2 (ft) Roof Slope q__ *Window Elevation from Grade 3 (ft) Window Height 5 / (ft) Window Width 23�( (ft) Measurement from corner of building to window (ft) S v 4 S h r 4 a s s 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised I/27/03 Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations I hereby certify that all information provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the 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 authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: _� Date: 0 ? — Address and contact information of person to receive all correspondence regarding this application (please print). Name: C f-.1 Z_�S E Mailing Address: :7v 5 S -x;q!i's�/111z �2 Telephone:'70cf- q7d 0 S Fax: 90 E-Mail: AS TO OWNER: Sworn to and subscribed before me this day of 20 0 Cf State of Florida,County of Duval Dave N. Griffin Notary's Signature: Commission#DD 0613947 Expires Oct 31, 2005 Bon&d Thm ❑ Personally known r�cianticnu5 Co., hr- Produced identification Type of identification produced 1470 L AS TO CONTRACTOR: Sworn to and subscribed before me this O day of FEa ,20 V . State of Florida,County of Duval f\ �� oYP``��i Dave N. Griffin Notary's Signature: `O�-YW�,cornm;c0on#DD W947 ;1, 2005 ❑ Personally known ;; "y?r`= twr .1. [g Produced identification °'v°;;��`� AtL�> �0`` Type of identification produced F�G 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/27/03 1.x 2• y C - FURRING y MODEL DESIGNATION: Simonton Horizontal Slider Vinyl Window d DRYWALL MAXIMUM OVFItui_ NOMINAL SIZE: Single up to 73" x 51 MASONRY LINTEL 31 �23•� QNet y� DESIGN PRESSURE RATING: Anchors: Positive 50.0 PSF Negative 50.0 PSF a N Windows: Design Pressure Ratings Vory, See ,'• +•., i...: CO FURRING : ,; 31YPEt ANCHOR P t C-t Corresponding Test Report, Dade NOA H•'7.'. ;` s{ 0 a o0 or Florida, P.E. Evaluation. �' w: +", N V in 00 I I�cARI F CONFIGURATIONS: XX, OX or XD STUCCO t +., _ :1 SILICONE iENERai DESCRIPTION: The head and side jambs are PVC extruded by Dew Simonton Wind. . The wall thickness through t'x 6' which the one screw penetrates In the head HEAD JAMB 3'x 3/16'TAPCON and side jamb# is 0.070". TYPE ANCHOR SILI'ONE 1.25'MIN. EMB.'` ' CAULK { +1A o 00 :i STUCCO �p� th to d HEAD JAMB <, arr .j. i" 3' 6. CAL t v 'a(D J €,'c 0 2'x 3/16'TAPCON " rn •,� r PE ANCHOR Q SILICONE CAULK r, SIUICON O 1^) Ca CAULK Z INSIDE STOOL O Z �. (jj r SHIMtO� C� 1'x 2'FURRING Ci; .. DRYWALL O N p tv < a..r�:.:• Y 3 f�•• m.m0 I Cb m O } n 2.5'--i Z X Q O n •`.r;+ •i�ST CARIBOU LEG SHOWN \LLQ J�� IN CROSS SECTION, U O h OPTIONAL HOOKABOO LEG Z LL .•s.•; EXTENSION DETAILED. ¢ eu0..DINO SULTANTS, INC 813.684.3831 1 QM I. This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings DATE 4/12/02 73'MAX. OVERALL WIDTH and Other Structures do not exceed the design pressure ratings listed herein. SCALE: N.T.S. 2. For Installations where the sub-buck Is less than 1-1/2'(FSC section 1707.4.4 Anchorage Methods DWG.SY: WLN. CHK. BY: R.W. and sub-sections 1707.4.4.1 and 1707.4.4.2) Tapcon We concrete anchors must be used and the DRAWING NO- length must be such that a minimum 1-1/4"engagement'of the Tapcon into the masonry wall is obtained. S-102 S*Xr 1 OF 1 ' Aar . 19 2002_11 : 38AM SIMONTON PDC- No 8707 P 9/14 a .A.A 1A/1'WWIDA 101/1-S-2-97 TEST REPORT SLURRY Rendered to:. SJNJO*KTOINWMMWS SERIES/MODEL: I37.10. TYPE: P'3,T:C Horizontal Sliding Window X') wi#itis E2 Reinforcement Title of Test Results Rating HS-R5'0 73 x 51 •�-- i Overall Design Pressure 50 ps.f O eratin .:Force $ Ib--max. Air Infiltration -0-.11 cfn/ft ! Water Resistance 7.5 2sf Structural Test Pressure *75 0 psf De lazin Passed Forced Entry Resistance Grade 10 Reference,should be made to Report No. 05-30347 02 dated 04/02/02 for complete test specimen description andata.. For ARCHITECTURAL TESTING, INC. Algimlly signed by Lynn George Lynn George,Project Manager LG-n1b Pr . 19. 20`02_11 :38AM SIMONTON PDC_ No-8707 P. 10/14 Architectural Testing AA•M,AJN'4VWDA. 10I/1-S.2-97 TEST REPGRT Rendered to. SIMONTON WINDOWS One Cochrane Avenue' . Pennsboro, West Virginia 264.15-9403 ReportNo: 05-30347.02 Test Aute: 02/07/02 And_ 03/06/02 Report Date 04/02/02 ` Expiration Date: 02/07/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Simonton Windows to witiz'ess performance:tests.on a Senes/Model 07-70, PVC honzontal sliding window at theme test facility located in Pennsboro, West Virginia. The sample tested successfully met the performance requirements for an HS -R50 73 x 51 rating,. Test specimen descriptions and results are reported herein. Test Speoifieation. The test specimen was evaluated in acco:dance with A. kINI.A/N WWDA 101/15..2-97, Voluntary Spec fications for Aluminum, Vinyl("PUG) and Wood Windows and Glass Doors Test Specimen Description. � Series/Model: 0770 hype. PVC Horizontal Sliding Window (Type, X with E2 Reinforcement): Overall Size: 6' 1" wide by 4'3" high Sash Size (2): 2' 11-13/16"wide by 3' 10-13/16" high Screen Size. 2' 10-7/8" wide by T10-11/16" high Finish,. AlUanyl was white. Glazing ]Details. The sash were exterior glazed with V thick sealed insulating glass fabricated with two 1/3" clear annealed sheets separated by a steel spacer system The glass was set against a double-sided adhesive tape and secured with single leaf, dial durometer vinyl glazing beads. 130 Derry Court York. PA 17402-9405 phone. 717 764 7700 fax. 717 764.4129 ... .Apr . 19. 2002.11 :39AM_..,_.SIMONTON PDC... No-8707 * P . 11/14 05-3034702 Page 2 of 5 Test Specimen Description: (Continued) Weatherstripping: Descnptio Quant Location. 0.18.7" backed by 0.460" 1 Row Lock stile high pile with'center• fin 0.187" backed by 0.250" 2 Rows Top and bottom-rat4s,jamb stiles high pile with.center fin 0.18.7" backed by 0.340" 1 Row Exterior side of keeper stile high:pile with,center fin 0 1,87" backed by 0.300" 1 Row Interior side of keeper stile high pile with center fin Frame Construction: The PVC frame was assembled =n- mitered and welded corner construction. Rigid PVC roller tracks were applied to the sill.. Sash Construction: The PVC sash were assembled using mitered and welded comer consttuction.. Screen Constra.ctlou. The screen was constructed from extruded aluminum,, The corners were, square cut and secured with plastic cornier. keys.. Fibermesh screen,4 cloth was held-in-place with a flexible spline. Hardware: Description Quantity Location Metal cam lock 2 Meeting stiles, 12"from each end and beeper Plastic dual roller assembly 4 Bottom sash rails, one at each end PVC sash anti-lift 2 Head, one to each track �_Av r 19 2002'—""11 :39 AM PDC- _...."._.;.... " No 8707 P 12/14` 1 05-30347.02 Page 3 of 5 'pest Specimen,Description. (Continued) AXaintage: Descri-btio Quantit Location 1-1/16"by 3/16" weepslot 2. Exterior sill face, 4" from each end (with flap) 1"by 3/16" weepsiot 4 Interior sill track,-4.:.from each.end, Intermediate sill wall, one at each end 1/4" diameter weephole 2. Exterior sill.track, 4" from each end 3/16" diarneter weephole 6 Bottom rails, one at each end, Sill screen track, one.at each end Reinforcement.- (E-2 reinforcer ent) The interior meeting stile contained a rectangulax shaped, formed steel reinforcement measuring 0.980" x 0.747' x 0.036" (reference drawing_....... .._ .. #SL 4RECT2). The exterior meeting stile contained a rectangular shaped, formed steel reinforcement measuring 0..980"x 0..65.0" x.0.036" (reference drawing#S]I\C2ECT1).. Installation. The window was installed into a wood buck constructed of Spruce-Pine-Fly construction lurnh.er. The unit was sealed with.silicone caulking at the.exterior end interior perimeter with the exception of an approximate 6" void at each interior sill comer ie unit was secured to the buck using four#8 wood screws, one at the top and'bottom of each Jamb (embedded 1-1/2" into the wooden test buck).. The results are tabulated as follows: Paraeratih Title of Test-'fest Method Results Allowed 22.1.5.1 Operating Force Left Sash. Open 7 lbs 20 lbs max Close 8 lbs 20 lbs max Fight_ Sash Open 8 lbs 20 lbs max. Close 7 lbs 20 lbs max. ..AP r 19 2002'-11 39AM S 1 M 0 N T 0 N PDC° w No 8707 P . 13/I ~ I 05-30347.02 Page 4 of 5 Test Results: (Continued) Paragrg 'Title of Test- Test Method Results. Allowed 2.1.2 Air Infiltration per ASTM E 283 @ 1.56 psf(2S mph) 0..1.1.C:ivftz 0.3 cfzn/ft2 max. .Note G. The tested spectmen meets the performance levels specified in.AkIfA/NWWDA 1011I.S, z-97for air infiltration. ` 2.13 Water Resistance.per.ASTM E 547 (with and without,screen) 'NTP=2..86 psf No leakage No leakage, 2.1.4.2 Uniform Load'Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) @ 22.5 psf(positive) 0.031.' 0.187"max. @ 22.5 psf(negative) 0..024" 0 187" max 2..2..1 6.2 Deglazing Test per.ASTM E 987 Left Sash in operating direction at 70 lbs Handle stale. 006011/12% 0 500"/100% Meeting stile 0..060"/12% 0..500"/1000/0. in remaining, direction at 50 lbs ;_,_. Top rail 0.060"/1:20K. 0 500"1100% Bottom rail 0.06011112%° 0 500"/100% Rt�kit Sash .�.- In operating direction at 70 lbs Handle stile 0.030"/6°10 0 S00"/100%. Meeting stile. 0.060"112% 0.500"/100% In remaining direction at 50 lbs Top rail 0.090"/18°/v 0..5001,/100% Bottom rail 0 030"/6% 0..500"!100% 2.1..7 Welded Corner Test Meets as stated Meets as stated .„•. ,..A D t I Z U U Z--I I :3 y AM"'-""'J I MUNI UN NUL •.:.:.. :,:..:...:.......Y,.:.... .....:...,.. .,..:,, 14/14,,,-- 05'=30347.02- Page- 5'=30347.02Page 5 of 5 Test Results: (Continued) Paragraph Title of Test.-Test Method Results: Allowed 2.1.8 Forced Entry Resistance per ASTM- 588-97 Type: A Grade: 10 Hand and Tool Manipulation No entry No entry Test Al through A7. No.entry No entry. Hand and Tool Manipulation. No entry. No:entry Optional Performance 4.3 `Nater Resistance per.ASTM E 547 (with-and without screen) WTP w 7 5 psf No leakage No leakage 4.4,2 Uniform Load Structural per ASTM E 330 (Measurements reported were taken on the exterior meeting stile) @ 75 0 psf(positive) 0.132" 0187" marc.. (cam 75 0 psf(negative) 0 171" 0 187"max, Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were. secured by_u>_ing the designated test methods and they indicate compliance with the performance requiremen of the above referenced specification. This report does not constitute certification', of this product, which may only be granted by the certification program administrator. Fof!ARCHTTECTLTR AL TESTING,INC Digitally signed by Lynn George Lynn George Steven M. Unch, P.E. Project Manage%-- Senior Project Engineer LG-.nlb 05-30347..02 Licensing Portal - Licensee Details Page 1 of 1 w� rw. Yt Lag On DBPR Home I Online Services Home 1 Help 1 Site Map Public Services 09:54:24 Ai Search for a Licensee Licensee Details Apply for a License View Application Status Licensee Information Apply to Retake Exam Name: WISNISKI, FRANK G 311 (Primary Name) Find Exam Information SEARS HOME IMPROVEMENT PRODUCTS Find a CE Course INC (Alternate Name) File a Complaint Main Address: P O BOX 522290 AB&T Delinquent Invoice LONGWOOD, Florida 32752-2290 &Activity List Search Lic. Location: 1024 FLORIDA CENTRAL PKWY LONGWOOD, FL 32750 User Services Seminole Renew a License Change License Status License Information Maintain Account License Type: Certified Building Contractor Change My Address Rank: Cert Building View Messages License Number: CBC039161 Change My PIN Status: Current, Active View Continuing Ed Licensure Date: 11/21/1986 Expires: 08/31/2004 ��✓�F�;'S,Swi'i�� '.Mixt ��n5.i5 s.� . . i s� .,; > Term Glossary Special Qualifications Effective Date Online Help Bldg Code Core Course Credit View Related License Information View License Comla_int phi Y Terms of Use I I Privacy Statement I i�. https://www.myfloridalicense.com/licensing/wll3.jsp;jsessionid=IJEDDPCONDBOkKj9f-zk 2/13/2004 5154 DEPARTMENT OF BUIL004 CITY OF ATLANTIC BEACH - �:....�.._ ----- LOCATION`ION INFORMA'T'ION PERMIT INFORMATION Permit Numbers 5154 Address: HIBISCUS STREET permit `TY€ 's OTHER - -. BEACH, FLOR.IUA 323 Cl a of Works N/A .,_ .., ;..:_;. . LEGAL DESCRIPTION � Con tr. Types CONCRETE Lot: lco6ki Secsti--- on: Proposed Use,: SINGLE,'FAMILY Township,; , RNC : C► I}xellinBa x 1Cade: Cl Su?sd3. 3>airan. ACTION H Eati>aeted Value: #0.00 lmor' ay. Cast: *00 00 Total 025.00 NOU Work' VIWAY INTO RIG OF WAY ATICIN - r.= � _ APPLICATION FRES N BURTON �. . � a PERSIT r. Clq Acis r+ass` CSE STREET11tAT LRPACT. FEE $0 00 I H, FLORID& ', � � a 01'tlow �R 'EE O " Ph rs1 . RADbK OAS-H. R. G. H '` O F`OT i4AT �H RAT?I]N 0AS - 5% $0. 00 WATER TAS' . , .$0. 00_. Names OIC tI ER ��, A . £1SWER TAP A ar $0.00' H'YDRAU IC SHARE � e� 1. --IHS "ECT FRE00 Lio Type l RE sa, f SEC.H IMPACT FEE $O NOTES: NOTICE,--ALL CONCRETETOMAS AND FOOTINGS MUST B1r 1NSPECTE0 BEFORE POURING w PER_MIT VOID SIX MONTHS AFTER'DATE OF ISSUE BUILDING MATERIAL,RUBBISH XND°DEBRIS FROM THIS WORK MUST NOT BE PLACED'IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY DITHER CONTRACTOR OR OWNER FAILURE TO COMPLY, WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY C�V�I�IEI�' PAYING TWICE FOR BUIL[DiNC IIII( �� t�. f LIEDO D ACCORDING TO APPROVED PLANSWHICH ARE PART OF THIS PERMIT�ANDSUBJ ORFON t31"-ARPI.ICA13Lf PR0VISIQNS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By; �. M L 17) � l CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS Owner(s) Address S11_i�/_ G"� _5T 4Ce-7�-----Phone _ U_ Q Lot # Block or Unit # Subdivision: ------ ------ ----------------- Contractor: Describe work to be done:_�[;,j�l21_Q---Q _ 2/l�, } -Ike r---- __ Q---Z/=L Z--------------- ----------------------------------------------------------------- Present use of building: Qy» Valuation: ---------- Valuation:____4 _________________________ Proposed use:___ (l&f��J'-�'___ _____ -------------------------------- Is this an addition?--------- If yes, what are the dimensions of the added space:---------ft. X ---------ft. Will the added area be heated and cooled?--A44--- New electrical (or increase) ? New plumbing fixtures?_4A New fireplace?4h_New Heat/AC?_� SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. S Signature OWNER: 1 � �. C- ____-_ Date:- Signature CONTRACTOR:--------------------------- Date: �.. �"""---.,.�,-1 l �. 5�� , � . � �� i i CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIO S --- Address _► J__-- -�, �1 _ til J-^ _Phone: -- _ � ___ • Lot #tBlock or Unit ------ Subdivision:----------- Contractor: -_--__-__-Contractor:_t?(� C� r__--7=777 T -_ -- Describe work to be done: Z` 7'?"iZT -- M T S f.: r��l *�i ___________ ll � ----------------------------------------------------------17------ • I ------------------------------- -_- ___-__------_L______ Present use of building. Valuation -------------------- Proposed _ _ _______ __Proposed use:____ ____________________ ____________ ------ Is this an addition? ,j If yes, what are the dimensions of the added space:__ 1. 2____ft. X << ft. Will the added area be heated and cooled? ^^/I2 New electrical for increased ?_I ) New plumbing fixtures?�JO New fireplace? Pk- + ew Heat/AC?� 1 SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONtRACTOR AFFIDAVIT, IF OWNEgI TRACTOR. i Signature OWNER: Date. 517- Signature CONTRACTOR: Dat CITY OF ATLANTIC BEAC61 PLANNING & ZONING OFFICE Jul I 1992 ;, j �i . 1 - 192 uild'i ig and Zoning Address Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ X Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remainder Valuation per thousand or portion thereof -------------------------------------------- Total Building Fee $ ADDITIONAL PERMITS and/or FEES RF, UIRID + k Filing Fee $ i Fireplaces @ 15.00 $ Mechanical , - — Plumbin BUILDING'PERMIT FEE S g Electric/New +------------------------------------------------- Electric/Terrip Septic crank BUILDING PERMIT ' $ WATERMETER CHARGE $ Well StAnrAng Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate GRAND TOTAL DUE $ ---------------------------------------------------------------------------------------------- CALCUTATIONS and/or NC7rES i I� f -- F x " y rili ;I " T" TH 10 -. '�_ ,� t a• ! 4 { yr ',% '�^ _£''' s + «'`ter'� { r r r.- t, e n JUL Audi►, , and Zoning i Plae Z661 v Z vo J s - _- / q. � . � _ `;�[� Jit t � •.�\ i.... "y _-._ --�� -� �• L _.�YD`hr i ��,' Y _AAAA.... -� ` -` ; - _ a , Y �g s � f i 1 I i Al CD OIQ j 1 't ti i 7665 ��1 t { i i Y M I I M I 1' ---"� r' Z th t f a � �J OWNER BUILDER PERMIT AFFIDAVIT—` State of Florida ) City of Atlantic Beach BEFORE K tthe undersigned authority, personally appeared ........... who upon fix at being duly sworn, deposes and' says% I �'Y1�S i UTCS • ----_----------- - -------- ----------• and the legal owner of the following propertys Subdivision Block _ _ __ Lots AKA I am applying for a building permit pursuant Lo --he Owner Builder exemption set forth in Florida Statute, Section 489. 103. Florida law requires that I have been provided with the following DISCLOSURE STATEMENT% DISCLOSURE STATEMENT /State law requires construction to be done by licensed contractors. t You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to ,act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - or two family residence or a farm outbuilding. You may also build or improve a commercial building at a cost of *25, 000. 00 or less. The building must be for your use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have built yourself within one year after the construction in complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. Your construction must be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. I hereby acknowledge that I have read the above DISCLOSURE STATEMENT and that I comply with all the requirements for the issuance of an Owner-Builder permit. Further, affiant sayeth not. I' e•rw n e r Sror and subs r bed of CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 22788 Address: 948 HIBISCUS STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: A Date Issued: 10/05/2001 Name: SCOTT, DAZEL Total Fees: 25.00 Address: 948 HIBISCUS STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/05/2001 Phone: (000)000-0000 Work Desc: REPLACE WATER HEATS .� . - s ALL-CITY PLUMBING AND DRAIN Pia RII g 25.00 kit aAM y { € a s W. � ", ' ° •'�. s .q m x XV, a 07, gr FINAL $ 9isr a 4i NOTICE - IN );'EC _TI� t,(� 'E( 1T:I,EA "I ., ( tJ�P OR TO ISPECTION BUILDING MATERIAL.- UEBISH DEBRIS FR9hA=TFIS WORK MUS T BE A ED IN PUBLIC SPACE, AND MUST B EREI ,1!A .E7"A1i1fAY"BY EIT ONRC R OR OWNER "FAILURE TO COMPLY C NS 7` = ULT IN THE PROPERTY OWNER PAYIN U 1 . " ISSUED ACCORDING TO APPROVED PLAIT Aft P PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LA s25.88 14 ATLANTIC BEACH BUILDING DEPT. Date: 18/85/81 01 Receipt: 8881882 8438 CHECKS CITY OF ATLANTIC BEACH APPLICATION FOR PLU 14BING PERMIT JOB LOCATION: 9 q 0 a I-b 1-o Lt S C t ' OWNER OF PROPERTY: ��;Q / S C.O++ TELEPHONE NO. L �e— PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : �p� ,� ��,�-� -e- Stc. • �y �,c - STATE LICENSE NUMBER: ��(J��Q� � TELEPHONE: I&A-) y '41 sn— HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE SIGNATURE OF OWNER: • SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904 ) 247-5826 tl K CITY OF ATLANTIC BEACH 800 SE MOLE ROAD A'T'LANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032985 Date 5/26/06 Property Address . . . . . . 948 HIBISCUS ST Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 4570 Owner Contractor ------------------------ ------------------------ SCOTT ROMANO ROOFING SERVICES 948 HIBISCUS STREET P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 83 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 4570 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 83 . 00 83 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 83 . 00 83 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES BUILDING 0MCIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address C6 � � b(� C LIS ' Date S cs-w Heated Square Footage @ $ per sq ft_ $ Garage/ Shed@ $ _per sq ft= $ Carport/Porch rJ @ $ pe.sq ft= $ . --w Deck @ $ per sq ft= $ Patio @ $ per sq ft= $ -TOTAL VALUATION: $ 4(5 J-io Total Valuation 1st $ oo c7 35 TO $ Ay Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE ZONING: _ + 1/y Filing Fee $ g FLOOD ZONE: ( )Fireplaces @ $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ 8 3 WATER IMPACT FEE $ SEWER INTACT FEE $ WATER METERITAP $ CAPITAL RV1PROVEMENT.$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: 5 rt?r-lo7:6,+r CITY OF ATLANTIC BEACH Cc. r 's I, BUILDING / ZONING DEPARTMENT L. Hi ins 800 Seminole Road oerr Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 948 /�� , . cT Property Address: / Applicant: RE ;�00 L/ AProject: This permit application has been: Approved Reviewed and the following items need attention: 47 Ai M 00 l./ Please re-submit your application when these items have been completed.. Reviewed By: q1 Date: Date Contractor Notified: CITY OF ATLANTIC BEACH �ROOFING PERMIT APPLICATION Date:C Fax Job Address:9 b �A Owner of Property: / r f b j Address: Telephone: qw, 2a `4b a Contractor: State License Number: Contractor's Add�ress: � r ,�) I r_� Telephone:9�J�-1/ - `-1�o s�� Fax: --)r3A - zj4b-1 /Z Scope of Work: `r�so - Deck Slope: Greater than 2:12 Less than 2:12 Valuation of work: C4 �yV Product Name(Example: Timberline):, ( Manufacturer(Example: GAF): ASTM Designation(s): --7p 4U 2-- Required Inspections: S thing and Final Signature of Owner: _V�) Date: Signature of Contractor: Date:� o AS TO OWNER , �� Sworn to and subscribed before me/t4hiday of 200State of Florida,County of Duv ary's Signature. t , t 4R� pD35i3)5 +� �,{,, > ry,t '-` � ❑ Personally known ❑ Produced identification ter " Vv Type of identification produced AS TO CONTRACTOR Swom to and subscribed before me this `-`/-.-/� day of State of Florida,County of Duval Notary's Signature: LLA.INA r my comyigf ❑ Personally known P EXPIRES ❑ Produced identification Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ei.atiantic-beach.fl.us Page 1 Revised 2/21/03 FROM :Romano Service FAX NO. :9042461692 May. 15 2006 02:59PM P2 Num p87971,OR BK 1 Filey a R V":1 324?POW 240 Jim d Owl Permit Wilber.� _ COu L, 0 20 pM, vR RECORDING$10.00 t NOTICEOF CV) IVI LMFNT STATE OF FI,ORIIDA COUNTX oi. DUvAL TIS tlM7I;KSIL1IiD hereby gives notice that improvement will be made to certain real property, a»d in ncecurlaixe with(chapter 713,Florida Statutes,the following infoirnadon is ptuvided iu this Notice of CumitcuCetrtent. I. Description ofpmpcity: 11-34 2. • enrl lescription of impt�velrlerats 3. Owner itTurnunion: a. Name and Ad(hess: b, Interestiu'pnnperty: c. Narne and address of fee simple titleholder.(other thau dwacr): outractor's name and address: a. Pbone number: fax nwnber: Z 5. Surety ilfi)lulation: a. Name and address: b: Phone uumhcr._,•.__ c.Fax number: d.Amount of bond: 6. Lender's wane and address: a. Phone owltber: _ b.Fax nutnbcr:�~ ' r 7. Pewn within the State of Floriclai designed by owner upon whore notices or other documents maybe served as provided by 713.12(I)(a),Florida Statues. . Nacre and Address: a.Phone uunber: b.Fax number: 8. In addition to hiursetf/hemelf,owner desiguates.T of to receive a copy of tine Lienor's Notice.as provided in Section 713.12(l)(b),Florida Statutes. 9. Expiiutiou date of Notice of 0xiiinencement (the expiration date is one (1) year. from the date of Recording wrlcss a different dale is specified . Signature of Owuer. 00 2w— Swum Toubscribved beibre this Cday ofNotary Known peisoually/11)shown: My commission expires: � gLAiNA RUMANn .x` i IHYlST19\ CITY OF ATLANTIC BEACH APPLICATIOON FOR PLUMBING PERMIT JOB LOCATION: C �' [ OWNER OF PROPERTY: } v e" zi L PLUMBING CONTRACTOR:, , CONTRACTOR'S ADDRESS: % L S 5�71- `2 WA STATE LICENSE NUMBER:-j 35jj— TELEPHONE: HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINS SHOWER PANS OTHER r-r G' oig �k! o �(' v P Lc,e TOTAL FIXTURES: X 3.50 + $15.00 MINIMUM PERMIT FEE = $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRA OR: G ----------------------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 1 DEPA MENT OF BUILOING CITY Of:ATLANTIC BEACH . ._. PFRM II+IFt�RM19�TI4N �,.�_ - --�_ LOCATION IXFORMAT'IOIII.. Feimit Number't 12188 Address948 HIBISCUSLS F T` P ani t Tyr :UTILITIES ATLANTIC BzhcH f PLORI IDA 3223 ". SCRIPTION Class of �IC�rkFNEW �TWp« ' Constr . Type. FIr'AMP. Blcacka Lot: 'Proposed' Use:SINOLE FAMILY Section: � 9u�d �r�s3 Dwellings 0" Subdivision. 1 Est ., Value: 0.00 Irn r v. Cost: 0,.00 Total Ike Amount �.LIQ f STU kw rk t vrI"ON ..� APPLICATION FEES ----------- ----- - tm� V I`l' 25 ,00, Addr; 9 TRUT FL091DA` 9&14 14 I' rr ; { FOfk"AT I Name.; I R SC QR ' I A INC ��a x JA�SC N FLOP,I'DA 1, 2246 L3 �� Notes: NOME-- ALL COM TE F IS ANO FOOTINGIS MUBT BE KVEPTED BEFORE POUR�MG PERMIT VOID 81X MONTHS AFTER 69M OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK.MUST NOT:SE PLACED IN PUBLIC SPACE,AND MUST BE. CLEARED IJP AND HAULED AWAY By,,EITHER CONTRACTOR;OR OWNER i � k 'FAILURE TO C P�� WITH THE MECHAN�' "LIENLAW CAN RESULT'�� THE PROPERTY Y OWNER "A'"�I�NG TWICE FO SUIL IN i � E E�I'1"S ISSUED ACCORDING TO APPR{JVED PIANS WHICH ARE PART OF THIS PER SIa1 '111 O° f ,=LA ?PIw1CABI�1»° I rOP LAW: -ATLANTIC BIwACAie HI3lwlll«I !.; RTMEPIT l ' a` 1 YI+'?PWLx.n u .e c A A oD(gTbn3S A-kiO A I-f �ATi v�vS OWME L7AmEs L. 1Sujzrtb,� AdJ2tss -lUe )4,,&-s6 us ST- J-D"t 2L4�6 O AI JA-(TC C T NLC)R C AJ 2 x:35 tgwc,- pr L'f iU N&-E G c�•c c 2/he-t c'2 S Li CE 1�(S�/ C�2T;F c i (�u I�,Lt�M 2 S lit I A &XPi�f'tt bj(lC lJ A `7 /� `.fit I��U�2�1l Ad,A C�5 qui 0 ► SCLlS CJI t I' Z� iNG Loi" / `1 PA ocK 5 S v i 5�otic N UA�U1 F1'h�� F CON'ST(Lt,�c(�U2 Dc�.d o T De. vF Ccxu 5T/L(,kC f cOi�t p(2�f-o9AA EAC cSiR,c,�cT 5!o�n�-E Sty D cA, D �,AUAni-ElED T& SHgE'Ttiy(r-- P O—E<.&LT WSt D r ��c�1�J Cr S►l�l(S-(E �� 12 tS��P ti1CC yr <<�t� C- Rood Z-Ot,,; L OMOP S\bNS 14 EAC)TE I� 111U C.-5-�(2 A C;-� L-r)2 L�T o2 A 6- SI-b X-A Cs--,E- eA(Z �xT c)2 POQC�-1 _ 141 DE cN6 Fr-m --UL- w t l 1 at`-- RE fit 1),,C 2eRSE !N JU�.l_ A cL (j,U (4- S7 W l U T��-aC SE Ck- Q c(ZeL l h( l�t V14 berL - AAL-) lk3L�))OAL Pumh,w & �vlacs? �cES l D��vc-YZ i N�------ = 3 3Z17> Srn-7s1Tt VI {j f�7 3(V'rG ',:)tvQ7 ��} 7 � l i 0 42n34 T-vv 1'lc5 fids Dvvll Z b V <' oL 41 n-313 13 p - M q -III SIT .� J J o� Q'.lti�i � 00'Ol i +i# tot s 0 Ge Q q� LA � t � �f i rw DEPARTMENT OF BUILDING QU7 CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO.- PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date Apr 4 19. 88 i Valuation$ Fee$Rem t ' This permit not valid until above fee has been paid to City Treasurer,and is • A !! subject to revocation for violation of applicable provisions of law. CG .n. This is to certify that JAMES L B11R'TQN I has permission to build SXR PREFAB UTILITY SHED; 5' chainl ink fence in rear rar V Split rail fen e in frnnt .,a-rd ! Classification Residential Zone Owned by James Burton Lot 4 Block 158 S/D Section H House No. 948 HIBISCUS STREET According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 4 4 10 O Building material,rubbish and debris 34 from this work must not be placed n public space, and must be cleared u d hauled away by either con- It on- t or owner.. f ding Official. FOR OFFICE PERMIT DATE C NTRACTO USE ONLY NUMBER PLUMBING f� ELECTRICAL SEWER WATER ! Address Heated Square Footage C) @ $ er sq ft - $ .31 Garage/Shed @ $ per sq ft = $ Carpor� " @ $ U�� er s q f t = $ Deck .I'. @ $ per sq ft = $ Patio @ $ / —6 -per sq ft = $ TOTAL VALUATION: $ Total uati.on 1st $ 0 40 Rsnain r Valuation .Soper thousand or portion thereof : -- --------------------------------------------- Total Building Fee $ 16� , ADDITIONAL PERMITS and/or FEES REQUIlZED + k Filing Fee $ a O Mechanical Fireplaces @ 15.00 $ 5� v v , BUILDING PERMIT FEE $ Plumbing Electric/New t/ ----------------------------------------- _----- Electric/Teup . BUILDING PELT $ p2 o v �. Septic Tank v We11 WATER METER CHARGE Swi.unrin� Pool SEWER IMPACT FEE $ Sign >, WATER Il�'ACT FEE $ a 5, 00 Water Comzection MISCELLEOUS $ Sewer Carmectian t/ $ �1Water.Meter $ } Elevation Certificate ' r GRAND TOTAL DUE r---.�;r--------------------------------r--------- ,----...�---...�—r..-----rte.--..-------r— r..—i— '• r CALCULATIONS and/or NOTES , ,r I. 1 ill yl Sl i`:: r . . I'.1t .. �.I•`I r , 6 li `'Il' uIJ jtl ; wi. r I, { •ii �;{. k+}J 7�•,a 1 4. ! ,! 151, ! i .l, ' ,,, ' • •SPI' !: PLUMBING WORKSHEET SINKS -2 SHOWERS � DISHWASHERS CLOSETS BATH TUBS LJ FLOOR DRAINS WASHING 11ACHINE _ WATER HEATERS � DISPOSALS LAVATORY URINALS OTHER TOTAL FIXTURE COUNT FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DR THIN T-UNIT), (A'1+gEOL Q URINAL, WALL LIP (4 UNITS) FLOOR DRAIN (1 UNIT) WASHING MACHINE RES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED 14AIER CLOSETS ' TANK-OPERATED (8 UNITS) . (4UNITS) SHOWER STALL, DO1•IESTIC , BATHTUB (W/OR W/O OVERHEAD _ -- (2 UNITS) , .." SHOWER) (2UNITS) D �• LAUNDRY TRAY BIDGET (3 UNITS) /J (2 UNITS) DISM•,ASHER (•2 UNITS) I KITCHEN SINK (2 UNITS) lJ KITCHEN SINK/1•;ASTE GRINDER (3 UNITS) �s 0o D� TOTAL FIXTURE UNITS @ $10.,00 EACH ��LJ �O a3�/� CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT 9 4 8 2( (6 Owner 0,J Address zip Phone Architect Address zip Phone Contractor Address zip Phone Contractor's License Number 0 e) �Expiration Date Copy on File Lot Yt,_4_Block or Section �� / �' Subdivision `j' /-� Zoning . Street WBetween Gj and side Valuation $ Type of Construction Purpose of Building �n NLvber of Units_Fireplaces Utility Service: Water Sewer If the City if providing water or sewer service, do we need to maketaps?. Dimensions: Building a 2 x g i!� Lot 6_0 X t6 '2— Size Footings p X 2,0 Sz. Piers Sz.. Sills Greatest Span Sills Sz.. Ceiling Joists Distance on Centers 2. Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Method of Heating �rSolid-Filled Ground Roof . W Flood Zone (21 If located within a FLOOD HAZARD canplete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan.. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required; 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reinspection MUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the work as described in the above statement, we w FJ- hereby agree to perform said work in accordance m with the attached plans and specifications, which are a part hereof, and in accordance rt with the building regulations of Atlantic Beach. r 2 7�M' Signature Owner Signature Contractor _ mon uL ie FLOODPLAIN DEVELOPMENT INFORMATION Type of Development :' New'- Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowest floor e evati n is equal to or a ove the base flood elevation established for that zone. No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt . Date Applicant's Signature ---------------------------I----------------- ------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative DEPARTMENT OF BUILDING O 4 00 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. fj PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9-9-86 19 ?01 Qf T Valuation$ 44, 738.00 Fee$ 201'.00 ��1:,06-KT 1572 1 A 9/0/8 This permit not valid until above fee has been paid to City Treasurer,and is 100,0 ♦ 0CMC subject to revocation for violation of applicable provisions of law. 1572 ! A 9/1 U P This is to certify that DAV ID BAKER R1£} has permission to build SINGLE F70MLY HOME Classification RESTDENTTAL Zone Owned byDAVID BAKHR Lot_ Bek S!D Sect: ft 948 HIBISCUS k House No. 1: According to approved plans which are part of this permit �i...•��..� � NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE --C4--D O Building material,rubbish and debris 31 from this work must not be placed in public space, and must be cleared Z up and auled away by either con- tract � r owned.. r / le,41ding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER k .r 1 DEPARTMENT OF BUILDING �O CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 8 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 9-9--86 19 'a{�s(�{r��+UT Valuation$ Fee$ 55,94 17001 1 A 9/15/P 5002 This permit not valid until above fee has been paid to City Treasurer,and is 1'7 U 0 subject to revocation for violation of applicable provisions of law. p This is to certify that DUCKWORTH IDLUMBING has permission to AW TNSTALL PLUMBING Classification Zone Owned by Lot Block S/D House No. 948 HIBISCUS STREET According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE ---D — i O Building material, rubbish and debris - from this work must not be placed in public space, and must be cleared up and uled away by either con- trac owner.,, u ding official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT ; JOB LOCATION ,. PLUMBING CONTRACTOR " LICENSE NUMBERS OWNER ° BUILDING CONTRACTOR •" TYPE OF BUILDING T' SINKS SHOWERS LAVATORY f WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS g;L, CLOSETS WASHING MACHINE FLOOR DRAINS OT ER TOTAL FIXTURE COUNT ;INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE, al CITY OF ATLANTIC BEACH FLORIDA App.OvW by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH'THE ELECTRICAL REGULAfi10 S, CO ES ANDtCITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FI M: ERJEEL NAME �" ADDRESS. C'C.a ' 2� BLDG.SIZE BETWEEN: ll�; RES. APT.( ! COMM.( I PUBLIC( i INDUS.( ) NEW( OLD( I REW.( I ADDITION( I TRAILER ( I TEMP.( I SIGNS ( ! SQ.FT. SERVICE: NEW INCREASE( I REPAIR ( ► FEE _ CONDUCTOR SIE AMPS COPPER I A SWITCH OR BR ER. AMPS PH W V L CEWA EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE_ NO: SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED ©PEN TOTAL 0.30 AMPS, 31.100 AMPS. , SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. 'OVFR APOLIANCES 8ELL TRANSF. AIR H.P.RATING H.P.RATING CONO ONING COMP.MOTOR OTHER MOTORS AMPS Ell.HEAT: KW-HEAT �t OVER MOTORS H.P. VOLTAGE PHS NO. 1 N,P. VOLTAGE +..tANEO WV sx; TRANSFORMERS, UNDER 600 V. OVER 600 V i - p("� DEPARTMENT OF BUILDING 0 CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO.- V V PERMIT TO BUILD '100 TL THIS PERMIT MUST BE POSTED ON JOB I B 9 111 n T 9-9-86 } } 4 9tP-?!R Date 19 Phu} oonek 38,QQ 195411 } 9/2P/81Valuation$ Fee$ This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that DENNISSREATING & AC has permission to bu IIII5iTAI �� Classification Zone Owned by Lot Block S/D House No. 948 HIBISCUS STREET According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE —i ► O Building material, rubbish and debris Uzi from this work must not be placed in public space, and must be cleared up anauled away by either con- tractgr' owner. BuildiT414(ficial. FOR OFFICE PERMIT DATE USE ONLY NUMBER CONTRACTOR PLUMBING ELECTRICAL SEWER WATER BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 52233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections 1, II, 111, and IV, LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Subdivision II. IDENTIFICATION -- To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordi sen andards of good,.practice listed therein. Name of Mechanical Contractors Contractor (Print) Master Name of .- /� hoperty Owner to G/L Q /_j , �� Siynatun 61 of Owner Signature of er mtt hed Agentz6'_51z Architect or Engineer Ill. 4134LUL INFORMATION A, Typ of heating W: E3. IS OT14ER CONSTRUCTION BEING DONE ON 'c THIS BUILDING OR SITE? �/Q—❑ tP ❑ Natural ❑ Contra[Utility IF YES.:, GIVE NUMBER OF CONSTRUCTION Cl OB PERMIT ©Qc9 ❑ Other— Spec4 IV. M/C1"IM WtUP1/iNT TO U INWAIAW NATURE OF WORK (ham complete{ist of comp""Its on back of this form) eSidentlal or ❑ Commercial most ❑ Space E3RecmW �afnI O PAW New Building *Air Cowtfioning: ❑ Room nfrel ' ❑ Existing Buliding 4 -Ve �* . Maw neK J placement of existing system �"� Maximum capacity e I.M. New Installation(No system previously Instotted) C3 V_eryExtension or add-on to existing system Q Refrigeretfron ❑ Other—Specify �{ Cooling bear. Capacity 9 d fin sprinklers: Number of hM(!L. 0 Eievafer (3 Monlift Q Escalator (numbw) THIS 9PAGE MOR Off= USE MY Q,,Gosane pumps. (number) (Rae.Ioar j ❑. Tam• -(number) itNnatks Q LPG eonteinors (number) (3 Uafaw pmuwv'eras[ Hermit Approved by DolleQ © Otbar' Spot* PK Permit re POT ALL EQUIPMENT Ant CONDITIONING AND REFRIGERATION EQUIPMENT Caw" AVPMV%g Number Vagi Dererlp No"Number Ysasut CITY OF ATLANTIC BEACH, FLORIDA Approwtl by APPLICATION FOR ELECTRICAL PERMIT f TO THE CHIEF ELECTRICAL INSPECTOR: DATE:. ""` 19W IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICALREGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: iffELECTRIQlXlTiIQNATUjjE NAME C I J A ADDRESS: __lEt% A/rte"".__'r"RFD BOX BLDG.SIZE BETWEEN:At � 2 RES. APT.( ) COMM.I 1 PUBLIC I ) INDUS.( 1 NEW, OLD I ) REW.I } ADDITION 1 } TRAILER ( 1 TEMP. ► SIGNS 1 ! SO. FT. SERVICE; NEW G INCRE E'I I REPAIR ( 1 FEE CONDUCTOR SIZE Q AMPS COPPER I I MOM. SMIM OR BREAKER AMPS PH3 W VO T RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.SO AMPS. 1 $1.100 AMI Ps. SWITCHES INCANDESCENT FLUORESCENT&M.V. FfXED 0.100 AMPS, OVER APPLIANCES BELL TRANSF. AIR H.P.?RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT; KW-HEAT ®-1 ?VER NIRS H:I. VOLTAGE PHS NO. 1 }LP. LLANEO ,`. TRANSFORMERS- UNDER 600 V. OVER 600 V. Cktrti#irtttt Of Mrrupaltrq CITY OF Drpartmrnt of 'NuOtitg Jnopprthm This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was ill compliance with the various ordinances regulating building construction or use. For the following. Use Classification Bldg.Permit No. Group Type Construciiop Firc District -- Owner of Building Address Building Address r ' ..... Building Official Date: POST IN A CONSPICUOUS PLACE MODifying * 33 Modified. FIN ADDRESS [HIBISCUS STREET 948 ] CONTRACTOR [BAKER, DAVID ] OWNER [BAKER, DAVID ] ELECTRICIAN [DENNIS ELECTRIC ] BUILDING PMT180003 ELECTRIC PMTE50991 MECHANIC PMT180011 PLUMBING PMT[8002] TEMP POLE [AP JEA 9/16/86 ] FOOTING [ l RGH PLUMBINGCAP 9/16/86 ] SLAB CAP 9/17/86 ] FRAMING CAP 9/30/86 ] RGH ELECTRIC[AP JEA 10/1/86 l MECH/TOP OUTCAP 9/30/86 l FINAL ELECT CAP JEA 10/27/861 FINAL CONST CAP 10/27/86 ] OCCUP CERTIFCIS 10/28/86 ] COMMENTS C Done. Find next one, or Quit this find? (F or Q) F CITY OF 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 October 27, 1986 Pre-Service Section Jacksonville Electric Authority 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #5098 - 916 Hibiscus Street Permit #5097 - 932 Hibiscus Street Permit #5099 - 948 Hibiscus Street Permit #5100 - 964 Hibiscus Street Permit #5102 - 980 Hibiscus Street Permit *5103 - 996 Hibiscus Street Permits issued to Dennis Electric Company. Sincerely, /Rene' Angers Community Devel ment Director cc:building file INSPECTION -wow' .,. JOB ADDRESS CONTRACTOR �' - OWNER— BUILDING PERMIT no G ELECTRICAL PERMIT PLUMBING PERMIT X10 ().D- TEMPORARY POLE PERMIT MECHANICAL PERMIT C0 ( MISCELLANEOUS PERMIT FLOOD ZONE DATE SURVEY FILED Called-In Approved J .F .A. Temp Pole `=� Footing Slab Framing ; Plumbing (R) �, Electrical (R) , Mechanical �� L Fireplace Top out Other Electrical (F) FINAL INSPECTION Certificate of Occupancy Issued COMMENTS :